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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.5 LAccepted-Finance | ₹93.5 L | L1 | Accepted-Finance Financial Qualified L1 |
| 2 | L2₹93.6 LRejected-Finance | ₹93.6 L | L2 | Rejected-Finance Financial Disqualified L2 |
| 3 | L3₹93.8 LRejected-Finance | ₹93.8 L | L3 | Rejected-Finance Financial Disqualified L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically disqualified soft copy not submitted |
Tender Value
₹93.7 L
EMD Value
₹1.9 L
Closing Date
14 May 2026, 12:00 pmClosed
DGM(T) HALDWANI
DGM(T) HALDWANI SHEESHAMBAG
Construction of 10 Kisan Bazaars on the land situated towards the main road behind the demolished 04 Type-I houses in the grain market located in Mandi Samiti Haldwani.
2026_UAPMB_95161_1
Niveda Construtions work NO-393 date 06.05.2026
Open Tender
Civil Works
180 days
haldwani
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
DGM(T) HALDWANI
₹1.9 L
21 May 2026
7 May 2026
14 May 2026
8 May 2026
14 May 2026
8 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 2.8.1 | 135.76 | m3 | 301.39 | ₹40,916.71 | BI01010001010000000000000515BI0100001114 |
| 2 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) 4.1.8 | 63.6 | m3 | 7,887.41 | ₹5,01,639.28 | BI01010001010000000000000515BI0100001115 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.1 | 59.76 | m3 | 8,534.25 | ₹5,10,006.78 | BI01010001010000000000000515BI0100001116 |
| 4 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing andreinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size). 5.2.2 | 59.06 | m3 | 12,566.31 | ₹7,42,166.27 | BI01010001010000000000000515BI0100001117 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 5.9.1 | 97.2 | m2 | 454.06 | ₹44,134.63 | BI01010001010000000000000515BI0100001118 |
| 6 | Centering and shuttering including strutting, propping etc. and removalof form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.5 | 220.84 | m2 | 852.66 | ₹1,88,301.43 | BI01010001010000000000000515BI0100001119 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform 5.9.3 | 323.32 | m2 | 1,073.63 | ₹3,47,126.05 | BI01010001010000000000000515BI0100001120 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts 5-9-6 | 184.94 | m3 | 1,113.06 | ₹2,05,849.32 | BI01010001010000000000000515BI0100001121 |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) 6.4.1 | 92.4 | m3 | 10,819.54 | ₹9,99,725.5 | BI01010001010000000000000515BI0100001122 |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).5.3 | 61.98 | m3 | 13,321.87 | ₹8,25,689.5 | BI01010001010000000000000515BI0100001123 |
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