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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-Finance | ₹14.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹14.8 L+₹21,750 (1.50%)Rejected-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | ₹14.8 L+₹21,750 (1.50%) | L2 | Rejected-Finance L2 |
Tender Value
₹16.6 L
EMD Value
₹33,200
Closing Date
7 Sept 2026, 6:00 pmClosed
Executive Engineer
HP PWD Division
Construction of prepainted steel roof shed over 1st floor of hall in front of Mata Nabahi Devi Temple
2026_PWD_142499_1
10199-10201
Open Tender
Civil Works - Buildings
Percentage
60 days
NabahiSarkaghat
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹33,200
14 Sept 2026
1 Sept 2026
8 Sept 2026
1 Sept 2026
7 Sept 2026
1 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolishing work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead including entire carriage of material with in all leads lifts and technical specifications as per the direction by the Engineer-in-Charge. | |||||
| 1.1 | Brick work | 3.36 | Per cubic metre | 847.95 | ₹2,849.11 |
| 1.2 | RCC Work | 1.78 | Per cubic metre | 1,465.35 | ₹2,608.32 |
| 1.3 | Stone Work | 5.17 | Per cubic metre | 1,011.75 | ₹5,230.75 |
| 1.4 | Cutting Reinforcement | 14.84 | Per cubic metre | 501 | ₹7,434.84 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge | 41.52 | Per cubic metre | 429.25 | ₹17,822.46 |
| 3 | Providing concrete for plain/reinforced concrete mechanically mixed and vibrated in open foundation retaining walls, breast walls etcetra complete as per drawings and MORD technical specfications 800 and 1200 nominal mix 1:5:10 (One cement : five sand : Ten graded crushed stone aggregate) 40mm (Forty millimetre) nominal size including cost of form work and curing complete without plum including entire carriage of material with in all leads lifts and technical specifications as per the direction by the Engineer-in-Charge. | 0.49 | Per cubic metre | 4,685.75 | ₹2,296.02 |
| 4Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 4.1 | Columns, Pillars, Piers, Abutments, Posts and Struts | 16.7 | Per square metre | 661.3 | ₹11,043.71 |
| 4.2 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 15.87 | Per square metre | 512.2 | ₹8,128.61 |
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tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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Tendernotice_1.pdf
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SBD.pdf
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BOQ_211730.xls
BOQ • 0.28 MB
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