| Posted date | 27th July, 2026 | Last date to apply | 10th August, 2026 |
| Category | Tender | ||
| Type | Tender | Position | 1 |
Call for Quotations
Construction of Solar-Powered Safe Drinking Water Stations
1. Invitation
A humanitarian organization invites sealed quotations from qualified, registered and experienced firms for the construction of three (03) solar-powered safe drinking water stations in three villages located within a 25 km radius of Muzaffargarh city, South Punjab. The project is funded by Good Neighbors Pakistan and is to be implemented in accordance with the donor's Standard Operating Procedures (SOPs), the attached Bill of Quantities (BoQ), and the detailed measurements provided at Annexure E.
2. Summary of Requirement
|
Project |
Construction of Solar-Powered Safe Drinking Water Stations |
|
Number of Stations |
03 (one station in each of three villages) |
|
Project Location |
Three villages within a 25 km radius of Muzaffargarh city, South Punjab |
|
Issue Date |
27 July 2026 |
|
Submission Deadline |
Thursday, 3 August 2026, by 5:00 PM (PKT) |
|
Procurement Method |
Single-stage, single-envelope; sealed quotations |
|
Evaluation Basis |
Quality-cum-Cost |
3. Scope of Work
Each of the three (03) water stations comprises the civil, drilling, mechanical and solar electrical works summarized below. The complete technical specifications, measured quantities and detailed measurements are provided in the attached Bill of Quantities (BoQ), the measurement sheet at Annexure E, and the The donor’s Standard Operating Procedures, all of which form an integral part of this Call for Quotations. Vendors must quote against every item of the BoQ.
|
S.# |
Scope of Work (per station) |
|
1 |
Earthwork excavation in open cutting from 5 ft to 10 ft (1.5 m to 3 m) depth, including shoring, shuttering and timbering of trenches, dressing to designed level and dimension, backfilling and disposal of surplus excavated material up to 100 ft (30 m) — ordinary soil. |
|
2 |
Cement concrete 1:4:8 (1 cement, 4 sand, 8 coarse aggregate) using graded crush ¾ inch (20 mm) and down gauge in foundation, including levelling, compacting and curing, complete. |
|
3 |
First-class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 9", 13.5" and less in thickness, including scaffolding, raking out joints and curing, complete — inclusive of the internal 3" thick cavity wall on all four sides. Tank external 8'x8'x8'; internal after cavity wall 5.5'x5.5'x5.5' (approx. 6,000-litre capacity), plus 1 ft above earth level. |
|
4 |
Cement plaster using coarse sand on soffits, sides, internal and external tank surfaces, including making edges, corners and curing. |
|
5 |
Providing and fixing ceramic mosaic (Quartz stile / Crystal) tiles on the face of the water pad, size 8"x12" (200 mm x 300 mm), with approved bonding material, water sealed, complete including labour. |
|
6 |
Providing, fabricating and laying deformed Grade 40 steel reinforcement for all kinds of RCC work in foundation, plinth and ground floor, including straightening, removal of rust, cutting, bending, binding, wastage and overlaps (DPC and roof slab). |
|
7 |
Providing and laying in-situ cement concrete 1:1.5:3 using approved coarse sand and crushed aggregate ¾" (19 mm) and down gauge, including compacting, curing, cost of formwork and its removal (DPC and tank roof slab). |
|
8 |
Providing, supplying, filling and compactly installing approved thermal insulation material within the 3-inch (75 mm) cavity wall gap to minimize heat transfer and maintain potable water temperature, including all labour, materials, tools, handling, cutting, fitting and finishing, complete in all respects as per the Engineer's instructions and approved specifications. |
|
9 |
Supply and installation of Cast Iron (CI) cover and frame, size 24" x 18", medium duty, fabricated using 1.5" x 1.5" angle iron frame with 18 SWG GI sheet, properly fixed, aligned and seated over the chamber/opening as per approved drawings, complete in all respects. |
|
10 |
Borehole drilling in all types of soil strata (expected depth in target areas 60 to 70 Rft), including supply and installation of casing pipe, strainer and suction pipe, complete with all material, labour and equipment. Initial test pumping shall be carried out to extract water samples for water quality testing. Rates must be quoted per running foot (Rft) of drilling (see Section 4, Pricing Requirements). |
|
11 |
Supply, installation, testing and commissioning of the solar motor pump, 0.75 HP, complete with all required accessories, fittings, electrical connections and proper alignment for efficient operation, installed as per the Engineer's recommendations and ground conditions, with minimum 12-month warranty against manufacturing defects. Vendors must quote separate rates for both pump types — surface and submersible — as set out in Section 4.1. |
|
12 |
Supply, installation, testing and commissioning of a complete solar power system comprising two (02) mono-crystalline N-type solar panels of 610 Watts each, mounted on a hot-dip GI frame securely fixed on the RCC roof; one (01) lithium battery 24V, 100 Ah; one (01) 50A MPPT solar charge controller; and inverter, installed on a fabricated iron stand. All electrical connections using 7/29 copper cable for AC wiring and 10 mm² copper solar cable for DC connections, including conduits, fittings and safety accessories, complete in all respects. |
|
13 |
Supply and installation of four (04) bib cocks, Master/Faysal brand or approved equivalent, fixed with GI piping including sockets and fittings, properly concealed or surface-mounted in the wall as per approved drawings, complete and leak-free. |
|
14 |
Provision and installation of 3-inch diameter drainage / wastewater disposal pipe including required elbows, GI/PVC fittings and jali/net strainer, laid up to approximately 15 running feet (Rft) and properly connected to the soakage pit, complete in all respects. |
|
15 |
Construction of soakage pit 4 ft diameter x 5 ft depth, including excavation in all types of soil, half-filled with graded gravel and coarse sand for percolation, 1.5 ft thick brick masonry lining, and 4-inch thick RCC slab reinforced with steel bars at 6"x6" spacing cast in 1:2:4 mix, including curing and finishing, complete. |
Note: All equipment, materials and workmanship must conform to the technical standards described in the The donor’s SOPs and to the specifications at Section 3A. The installed pump must carry a minimum 12-month warranty against manufacturing defects.
3A. Technical Specifications (Solar Pumping System)
The following minimum specifications, as advised by the donor, shall apply to all three stations. Any deviation must be declared in the quotation and is subject to approval.
|
Component |
Minimum Specification |
|
Solar motor pump |
0.75 HP solar motor pump, complete with accessories, fittings and electrical connections. Pump type (surface or submersible) to be quoted for both options — see Section 4.1. |
|
Solar panels |
Two (02) mono-crystalline N-type solar panels, 610 Watts each, mounted on hot-dip GI frame securely fixed on the RCC roof. |
|
Battery |
Lithium battery, 24 Volts, 100 Ah. |
|
Charge controller |
50A MPPT solar charge controller. |
|
Cabling |
7/29 copper cable for AC wiring; 10 mm² copper solar cable for DC connections, including conduits, fittings and safety accessories. |
|
Warranty |
Minimum 12-month warranty against manufacturing defects on the installed pump and system equipment. |
3B. Security and Protection of Equipment
The vendor shall ensure the safety and security of the motor pump, solar panels, charge controller, battery, and all cables and connectors, both during execution and on handover. This shall include, as applicable:
- Secure mounting of solar panels on a hot-dip GI frame, firmly anchored to the RCC roof to resist wind loads and deter theft.
- Protective enclosure or lockable housing for the battery, charge controller and inverter, installed on a fabricated iron stand in a safe and ventilated position.
- All cables and connectors properly routed in conduits, secured, weatherproofed, and protected against mechanical damage, rodents and water ingress.
- Earthing/grounding and appropriate protection devices for the electrical system as required for safe operation.
- Safe and secure installation of the motor pump with proper alignment, protection from water ingress and unauthorized access.
4. Pricing Requirements
4.1 Pump Type (rates required for both options)
The expected bore depth at all three target villages is between 60 and 70 feet. As advised by the donor, the pump type (surface or submersible) is to be confirmed on the basis of what is commonly feasible in the area and the actual ground conditions encountered. Vendors must therefore quote separate unit rates for both pump types, each rated 0.75 HP. The applicable pump for each station will be selected by the organization in consultation with the Engineer, and payment will be made against the pump actually installed.
|
Opt. |
Pump Type / Application |
Unit Rate (PKR) per station |
|
a |
Solar surface motor pump, 0.75 HP (e.g. Shahzad / Punjab Donkey type or approved equivalent), installed and commissioned, 12-month warranty |
|
|
b |
Solar submersible motor pump, 0.75 HP, installed and commissioned, 12-month warranty |
|
4.2 Borehole Water Testing and Re-Drilling
As required by the donor, a water sample must be taken from each freshly dug borehole and tested for drinking-water quality. If the water from a bore is found unfit for drinking, the vendor shall drill an additional bore at an alternate point, and this process shall continue until a bore yielding water fit for drinking is obtained. Because the exact depth of each bore is not known until drilling is carried out, vendors must quote a rate per running foot (Rft) of drilling. Every bore drilled, including any additional bore required after a failed water test, will be paid at this same per-running-foot rate against the actual depth drilled, subject to verification.
|
Item |
Rate (PKR) |
|
Rate per running foot (Rft) of borehole drilling, incl. casing, strainer, suction pipe and water sampling (PKR / Rft) |
|
|
Additional bore(s), where earlier bore water is unfit for drinking, are paid at the same per-running-foot rate above (no separate rate required) |
|
Note: The per-running-foot rate must be all-inclusive (drilling, casing, strainer, suction pipe, and water sampling). Payment for drilling will be made against the actual footage drilled at each station, including any additional bores reasonably required to reach potable water, subject to verification by the organization and the donor’s technical team.
5. Completion Period
The completion period must not exceed three (03) months from the date of the work order. This is an outer limit only, not an expected or preferred timeline: quotations proposing a completion period longer than three months may be rejected as non-responsive. Vendors are expected to compete on the shortest realistic completion period they can commit to, which is scored favorably during evaluation (see Annexure C). Vendors must clearly state their proposed completion period in their quotation.
6. Eligibility Criteria
To qualify, the bidding firm must meet all of the following minimum requirements:
- Be a firm/company duly registered with the relevant government authority.
- Possess a valid National Tax Number (NTN).
- Have demonstrable experience in executing similar solar water supply and/or construction projects.
- Have sound financial standing sufficient to undertake works of this nature and value.
Quotations from firms that do not meet these criteria, or that fail to provide the supporting evidence listed in Section 8, may be rejected as non-responsive.
7. Evaluation Method
Quotations will be assessed on a quality-cum-cost basis. The evaluation will consider, in combination, the responsiveness and technical compliance of the offer, the firm's relevant experience and capacity, the proposed completion period (shorter realistic periods preferred), and the quoted price. The contract will be awarded to the firm offering the best overall value to the organization and the donor, not necessarily the lowest price.
The organization has not disclosed a budget estimate. Vendors are required to quote their own competitive, all-inclusive rates against the BoQ.
8. Required Submission Documents
The sealed quotation must contain the following documents. Incomplete submissions may be treated as non-responsive.
|
S.# |
Required Documents |
|
1 |
Completed Price Schedule strictly on the prescribed format at Annexure A, signed and stamped, with per-station unit rates and amounts (rates inclusive of all applicable taxes unless stated otherwise). The Price Schedule must include separate rates for both pump options and the per-running-foot bore rate as set out in Section 4 (Pricing Requirements). Quotations not submitted on the Annexure A format may be treated as non-responsive. |
|
2 |
Proposed completion period (in days/weeks), with milestone schedule if available |
|
3 |
Valid government registration certificate of the firm |
|
4 |
National Tax Number (NTN) certificate |
|
5 |
Evidence of experience in similar solar water / construction projects (work orders, completion certificates, or client references) |
|
6 |
Evidence of sound financial standing (bank statement of last 12 months ending on 30 June 2026) |
|
7 |
Completed Vendor Profile / Bidder Information Form on the prescribed format at Annexure B, with contact details of the authorized representative |
|
8 |
Signed Vendor Declaration and Undertaking on the prescribed format at Annexure D (covering HSE, compliance with local building codes and permits, PSEA/child safeguarding/labor standards, GER's right to supervise, inspect and withhold payment, and the general undertakings), confirming that works will comply with the The donor’s Project SOPs and technical specifications/BoQs and organization's policies |
9. Submission Instructions
- Quotations must be submitted in a sealed envelope clearly marked: “Quotation – Solar Water Stations – Do Not Open Before Deadline.”
- Sealed quotations must be delivered to: House #2, Street #2, Ahbab Colony, Bahadarpur, Bosan Road, Multan.
- The deadline for receipt of quotations is Thursday, 10 July 2026, at 5:00 PM (PKT). Quotations received after this time will not be considered.
- No bid security / earnest money is required for this Call for Quotations.
10. Terms and Conditions
- Quoted rates shall be firm and fixed for the validity period and shall be deemed inclusive of all applicable taxes, duties, transportation, labor and incidental costs unless explicitly stated otherwise.
- The organization reserves the right to accept or reject any or all quotations, in whole or in part, without assigning any reason, and to split the award among more than one vendor where this serves the best interest of the project.
- Works shall be carried out strictly in accordance with the BoQ, the measurements at Annexure E, drawings and the donor’s SOPs, and shall be subject to inspection and verification by the organization and the donor’s technical/M&E teams.
- Payments shall be made against verified progress and satisfactory completion as per the terms agreed in the work order/contract. The payment schedule, applied across the whole three-station contract, shall be: 60% as advance on signing of the work order and mobilization; 30% on completion of 50% of the overall works; and the remaining 10% after completion of all works. The 50%-completion and final payments shall be released only after verification by the organization.
- The successful vendor shall be responsible for the quality and functionality of the installed systems, for the security and protection of all equipment as set out in Section 3B, and for honoring the equipment warranties, including the minimum 12-month pump warranty.
- Canvassing in any form may lead to disqualification.
11. Contact for Queries
For any clarification regarding this Call for Quotations, vendors may contact:
Mr. Ali Rehan Mehdi, Field Officer
Phone: 0301-9192591
Issued by:
_______________________________
Ahmed Nadeem Gill
Finance & Admin Manager
Annexures to the Call for Quotations — Solar-Powered Drinking Water Stations
The following annexures form an integral and binding part of the Call for Quotations. Vendors must submit their prices strictly on the format at Annexure A, their firm information strictly on the format at Annexure B, and the signed Vendor Declaration and Undertaking at Annexure D, are advised to review the evaluation and selection criteria at Annexure C, and must price the works on the basis of the detailed measurements at Annexure E. Quotations not submitted on the prescribed formats may be treated as non-responsive.
Annexure A — Price Schedule (Mandatory Format)
Vendors must quote per-station rates in the tables below. Descriptions, units and quantities are fixed and must not be altered. Enter only the Rate and Amount columns. All rates must be inclusive of applicable taxes, transportation, labor and incidentals. Figures should be in Pakistani Rupees (PKR).
Part I — Civil, Tank and Solar System (per station)
|
S# |
Description of Work |
Unit |
Qty |
Rate (PKR) |
Amount (PKR) |
|
1 |
Earthwork excavation (ordinary soil), 5–10 ft depth, incl. backfilling and disposal |
CFT |
109 |
|
|
|
2 |
PCC 1:4:8 cement concrete in foundation, incl. compacting and curing |
CFT |
15 |
|
|
|
3 |
First-class solid brick masonry in cement mortar 1:4 for tank walls, incl. internal 3" cavity wall |
CFT |
204 |
|
|
|
4 |
Cement plaster (coarse sand) on internal/external tank surfaces |
SFT |
593 |
|
|
|
5 |
Ceramic mosaic tiling on water pad, water sealed (color to be decided later) |
SFT |
135 |
|
|
|
6 |
Grade-40 deformed steel reinforcement for RCC (DPC and roof) |
KG |
161 |
|
|
|
7 |
In-situ RCC 1:1.5:3 for DPC and tank roof slab |
CFT |
48 |
|
|
|
8 |
Thermal insulation material filled and compacted within the 3" cavity wall gap |
SFT |
120 |
|
|
|
9 |
CI cover and frame 24"x18" medium duty, complete |
Job |
1 |
|
|
|
10 |
Bib cocks (04 nos.) with GI piping and fittings, complete |
Job |
1 |
|
|
|
11 |
Drainage/wastewater disposal line 3" dia, approx. 15 Rft to soakage pit |
Job |
1 |
|
|
|
12 |
Soakage pit 4 ft dia x 5 ft depth, gravel fill, brick lining, RCC slab cover |
Job |
1 |
|
|
|
13 |
Complete solar power system: 2 x 610W N-type panels, lithium battery 24V 100Ah, 50A MPPT controller, inverter, cabling and safety accessories |
Job |
1 |
|
|
|
Part I subtotal (per station) |
|
|
|||
Part II — Pump Options (rate required for BOTH; the applicable pump is confirmed per ground conditions)
|
Opt. |
Pump Type / Application |
Unit |
Rate (PKR) |
|
a |
Solar surface motor pump, 0.75 HP (Shahzad / Punjab Donkey type or approved equivalent), installed & commissioned, 12-month warranty |
Job |
|
|
b |
Solar submersible motor pump, 0.75 HP, installed & commissioned, 12-month warranty |
Job |
|
Part III — Borehole Drilling (per running foot)
|
# |
Item |
Rate (PKR) |
|
1 |
Rate per running foot (Rft) of borehole drilling, incl. casing, strainer, suction pipe & water sampling (PKR / Rft) |
|
|
2 |
Additional bore(s), if required, are drilled and paid at the same per-running-foot rate above (no separate rate) |
|
Note: The bore rate must be quoted per running foot (Rft) and be all-inclusive. Every foot drilled, including any additional bores required after a failed water test, is paid at this same rate against actual footage. For evaluation only, a standardized depth of 70 Rft per station (one bore) is assumed and applied identically to every bidder; actual payment follows actual footage drilled.
Indicative Grand Total
|
Indicative cost per station (Part I subtotal + surface motor pump [Part II-a] + bore drilling at standardized 70 Rft [Part III rate x 70]) |
|
|
Number of stations |
3 |
|
Indicative Grand Total for 3 stations (PKR) |
|
Quotation Validity: ______________ days (minimum 60 days; longer validity is scored favorably)
Proposed Completion Period: ______________ days (state the shortest realistic period; shorter realistic periods are scored favorably)
Declaration: I/We confirm that the above rates are inclusive of all applicable taxes and charges, that this quotation is valid for the number of days stated above, and that all works will comply with the The donor’s SOPs, the technical specifications and the measurements attached to the Call for Quotations.
|
______________________________ Authorized Signature & Stamp |
______________________________ Name & Designation Date: |
Annexure B — Vendor Profile / Bidder Information Form
Every bidder must complete this form. It enables like-for-like comparison of firms. Attach supporting documents where indicated.
1. Firm Identification
|
Name of Firm |
|
|
Legal Status |
Sole Proprietor / Partnership / Private Ltd. (tick one) |
|
Registration No. & Authority |
|
|
National Tax Number (NTN) |
|
|
GST / PRA / SRB No. (if any) |
|
|
Year Established |
|
|
Office Address |
|
|
Contact Person & Designation |
|
|
Phone / Mobile |
|
|
|
|
2. Financial Standing
|
Bank Name & Account Title |
|
|
Annual Turnover — last year (PKR) |
|
|
Annual Turnover — previous year (PKR) |
|
|
Evidence attached |
Bank statement of last 12 months ending on 30 June 2026 |
3. Human Resource & Equipment
|
No. of Technical Staff (engineers/supervisors) |
|
|
No. of Skilled Workers |
|
|
Key Equipment / Drilling Capacity Available |
|
4. Relevant Experience — Similar Water / Solar Projects (last 3–5 years)
|
# |
Project Name |
Client |
Value (PKR) |
Year & Status |
|
1 |
|
|
|
|
|
2 |
|
|
|
|
|
3 |
|
|
|
|
|
4 |
|
|
|
|
|
5 |
|
|
|
|
5. Declarations and Undertakings
The bidder must complete and sign the Vendor Declaration and Undertaking at Annexure D (covering, among other matters, that the firm is not blacklisted, has no conflict of interest, accepts the CFQ terms and The donor’s SOPs, and that the information provided is true) and submit it with the quotation.
6. Required Documents Checklist (attach copies)
|
Document |
Attached (Y/N) |
|
|
Firm registration certificate |
|
|
|
NTN certificate |
|
|
|
GST/PRA/SRB certificate (if applicable) |
|
|
|
Bank statement of last 12 months ending on 30 June 2026 |
|
|
|
Evidence of similar completed projects (work orders / completion certificates) |
|
|
|
______________________________ Authorized Signature & Stamp |
______________________________ Name & Designation Date: |
|
Annexure C — Evaluation and Selection Criteria
Quotations will be evaluated on a quality-cum-cost basis using the 100-point matrix below, split 80 points financial and 20 points technical. There is no minimum technical threshold; all responsive quotations are scored in full. The quotation with the highest total score will be recommended for award.
Scoring Matrix
|
Block |
Criterion |
Points |
Basis of Scoring |
|
|
Financial (80) |
Price quoted (standardized basis) |
65 |
Lowest compliant price / vendor's price × 65 |
|
|
|
Completion time offered |
10 |
Shortest realistic period / vendor's period × 10 |
|
|
|
Quotation validity offered |
5 |
Vendor's validity / highest validity offered × 5 |
|
|
Technical (20) |
Relevant experience (similar water/solar works) |
10 |
Number and value of comparable completed projects |
|
|
|
Annual turnover / financial standing |
6 |
Turnover relative to project value; supporting evidence |
|
|
|
Technical capacity (staff, equipment, approach) |
4 |
Team and resources evidenced in Annexure B |
|
|
Total |
100 |
|
|
|
Notes on Scoring
- Standardized price basis: for scoring, every bidder is assumed to require the surface motor pump (Part II-a) and one bore per station drilled to a standardized depth of 70 running feet (bore rate x 70 Rft). This same basis is applied identically to all bidders. Actual payment follows the actual footage drilled and the pump type actually installed; neither affects the score.
- Price: computed as the indicative grand total on the standardized basis. The lowest compliant grand total receives the full 65 points; others are scored in proportion.
- Completion time: the shortest realistic offered period receives the full 10 points; others in proportion. Implausibly short periods may be treated as non-credible.
- Validity: the highest validity offered receives the full 5 points; others in proportion. Minimum acceptable validity is 60 days.
- Experience, turnover and technical capacity are scored from the information and evidence provided in Annexure B.
The organization reserves the right to reject any or all quotations without assigning a reason, to seek clarifications, and to verify any information or document submitted. The evaluation will be carried out by a duly constituted procurement committee, and its recommendation is subject to approval as per the organization's and the donor’s procedures.
Annexure D — Vendor Declaration and Undertaking
This declaration must be completed, signed and stamped by the authorized representative of the bidding firm and submitted with the quotation. By signing, the bidder accepts and undertakes to comply with all of the following.
1. Health, Safety and Environment (HSE)
- The firm shall be responsible for the health and safety of its workers and of the community at and around the work sites, including the provision of appropriate safety measures and protective equipment.
- The firm shall handle, store and dispose of all materials and waste safely, and shall take all reasonable measures to prevent environmental harm arising from the works.
2. Compliance with Local Building Codes and Permits
- The firm shall carry out all works in accordance with applicable local building codes and standards, and shall obtain and maintain any permits, approvals or no-objection certificates required for the works.
3. PSEA, Child Safeguarding and Labor Standards
- The firm and its personnel shall uphold Protection from Sexual Exploitation and Abuse (PSEA) and shall not engage in any form of sexual exploitation or abuse.
- The firm shall safeguard children in and around the project sites and shall not employ child labor in any part of the works.
- The firm shall comply with applicable labor laws and standards, including fair wages, safe working conditions, and the prohibition of forced or bonded labor.
4. Right of GER to Supervise, Inspect and Withhold Payment
- GER (and the donor) may supervise and inspect the works at any time, and the firm shall provide reasonable access and cooperation for this purpose.
- GER may withhold, suspend or reduce payment for any works or conduct found not to comply with the BoQ, technical specifications, The donor’s SOPs, or the undertakings in this declaration, until the non-compliance is remedied to GER's satisfaction.
5. Security and Protection of Equipment
- The firm shall ensure the safety and security of the motor pump, solar panels, charge controller, battery, and all cables and connectors, both during execution and on handover, as set out in Section 3B of this Call for Quotations.
6. General Undertakings
- The firm is not blacklisted or debarred by any government body, donor or agency, and has no conflict of interest with the organization or the donor.
- The firm accepts the terms and conditions of the Call for Quotations and the The donor’s SOPs, and confirms that all information provided in its quotation and profile is true and correct to the best of its knowledge.
|
______________________________ Authorized Signature & Stamp |
Name & Designation: ______________________ Firm Name: ______________________ Date: ______________________ |
Annexure E — Detailed Measurements
The following measurements, prepared by the Engineer, form the basis of the quantities in the Bill of Quantities and Annexure A. Vendors must price the works on the basis of these measurements. Tank: external 8'x8'x8'; internal after cavity wall 5.5'x5.5'x5.5' (approx. 6,000 litres).
1. Earthwork Excavation
|
Description |
Nos. |
Length (ft) |
Width (ft) |
Depth (ft) |
Volume (CFT) |
|
Excavation for water tank |
1 |
9.25 |
5.25 |
2.25 |
109.27 |
|
Total Quantity |
|
|
|
|
109.27 |
2. PCC 1:4:8 in Foundation
|
Description |
Nos. |
Length (ft) |
Width (ft) |
Depth (ft) |
Volume (CFT) |
|
Long walls (L/W) |
2 |
9.25 |
2.00 |
0.50 |
9.25 |
|
Short walls (S/W) |
2 |
5.25 |
2.00 |
0.50 |
5.25 |
|
Sub Total |
|
|
|
|
14.50 |
3. Brick Masonry (incl. internal cavity wall)
|
Description |
Nos. |
Length (ft) |
Width (ft) |
Depth (ft) |
Volume (CFT) |
|
1st step L/W 22.5" |
2 |
9.125 |
1.875 |
0.25 |
8.55 |
|
1st step S/W 22.5" |
2 |
5.375 |
1.875 |
0.25 |
5.04 |
|
2nd step L/W 18" |
2 |
8.75 |
1.50 |
0.50 |
13.13 |
|
2nd step S/W 18" |
2 |
5.75 |
1.50 |
0.50 |
8.63 |
|
3rd step L/W 13.5" |
2 |
8.375 |
1.125 |
1.00 |
18.84 |
|
3rd step S/W 13.5" |
2 |
6.125 |
1.125 |
1.00 |
13.78 |
|
4th step L/W 9" |
2 |
8.00 |
0.75 |
5.00 |
60.00 |
|
4th step S/W 9" |
2 |
6.50 |
0.75 |
5.00 |
48.75 |
|
Internal cavity wall 3" thick, four sides |
4 |
5.50 |
0.25 |
5.00 |
27.50 |
|
Sub Total |
|
|
|
|
204.22 |
4. Cement Plaster
|
Description |
Nos. |
Length (ft) |
Width (ft) |
Area (SFT) |
|
Outer four walls |
4 |
8.00 |
8.00 |
256.00 |
|
Inner four walls |
4 |
6.50 |
6.50 |
169.00 |
|
Water fetching area |
1 |
8.00 |
2.50 |
20.00 |
|
Floor and roof |
2 |
6.50 |
6.50 |
84.50 |
|
Top |
1 |
8.00 |
8.00 |
64.00 |
|
Total Quantity |
|
|
|
593.50 |
5. Ceramic Mosaic Tiling (water pad)
|
Description |
Nos. |
Length (ft) |
Width (ft) |
Area (SFT) |
|
Face to wall |
1 |
8.50 |
8.00 |
68.00 |
|
Top of borders |
1 |
12.00 |
1.00 |
12.00 |
|
Sides of bores |
1 |
15.00 |
1.00 |
15.00 |
|
Inside border |
1 |
8.00 |
2.00 |
16.00 |
|
Floor of water pad |
1 |
1.667 |
14.666 |
24.44 |
|
Total Quantity |
|
|
|
135.44 |
6. Grade-40 Steel Reinforcement (DPC and roof)
|
Description |
Nos. |
No. of bars |
Length (ft) |
Total length (Rft) |
Weight (Kg) |
|
3/8" Ø deformed bars, vertical @ 6" C/C — main (DPC and roof) |
2 |
17 |
7.83 |
266.22 |
80.67 |
|
3/8" Ø deformed bars, distribution (DPC and roof) |
2 |
17 |
7.83 |
266.22 |
80.67 |
|
Total Quantity |
|
|
|
532.44 |
161.33 |
7. In-situ RCC 1:1.5:3 (DPC and roof slab)
|
Description |
Nos. |
Length (ft) |
Width (ft) |
Depth (ft) |
Volume (CFT) |
|
Pouring 1:1.5:3 in formwork — water tank DPC |
1 |
8.00 |
8.00 |
0.333 |
21.33 |
|
Pouring 1:1.5:3 in formwork — water tank roof |
1 |
8.00 |
8.00 |
0.417 |
26.67 |
|
Total Quantity |
|
|
|
|
48.00 |
Note: Item 8 (thermal insulation within the 3" cavity wall gap) is measured at 120 SFT. Items 9 to 15 (CI cover and frame, borehole drilling, pump, solar power system, bib cocks, drainage line and soakage pit) are complete-job items as described in Section 3 and the BoQ. Minor rounding differences may occur; the BoQ quantities govern.
Apply By:
9. Submission Instructions
- Quotations must be submitted in a sealed envelope clearly marked: “Quotation – Solar Water Stations – Do Not Open Before Deadline.”
- Sealed quotations must be delivered to: House #2, Street #2, Ahbab Colony, Bahadarpur, Bosan Road, Multan.
- The deadline for receipt of quotations is Thursday, 10 July 2026, at 5:00 PM (PKT). Quotations received after this time will not be considered.
- No bid security / earnest money is required for this Call for Quotations.
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