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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.4 LAdmitted-Finance | -1.71% | ₹13.4 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹13.6 L
EMD Value
₹27,280
Closing Date
15 Jul 2026, 6:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA POKARAN
Construction of Gate at aashapura mata temple pokaran
2026_DLB_573786_1
RO NO 306 DATE 02-07-2026
Open Tender
Civil Works
Percentage
90 days
POKARAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
E.O NAGAR PALIKA POKARAN
₹27,280
Yes
19 Aug 2026
8 Jul 2026
16 Jul 2026
8 Jul 2026
15 Jul 2026
8 Jul 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.Depth upto 1.5 m | - | P.cum | 229.5 | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | P.Cum | 4,575 | - |
| 3 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar M-25 Grade Concrete (1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) -As per design mix) | - | P.Cum | 7,740 | - |
| 4 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in :
24.5.1
Cement mortar 1:4 (1 cement : 4 coarse sand) | 25 | P.Cum | 6,500 | ₹1,62,500 |
| 5 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.23.19.4
Hot rolled deformed bars | - | P.kg | 83.3 | - |
| 6 | Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) :
26.1.1
Red sand stone - exposed face fine dressed with rough backing.26.1.1.5
30 mm thick. | - | P.sqm | 1,836 | - |
| 7 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :22.1.6
Columns, Pillars, Piers, Abutments, Posts and Struts. | - | P.sqm | 375 | - |
| 8 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases in stone and holes in walls wherever required. | - | P.kg | 703 | - |
| 9 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases. | 1,000 | P.each | 31.9 | ₹31,900 |
| 10 | Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc.26.11.2
White sand stone | - | P.sqm | 18,800 | - |
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