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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.4 LAccepted-Finance | ₹30.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹30.4 LAccepted-Finance | ₹30.4 L | L2 | Accepted-Finance L2 |
| 3 | L3₹30.5 LAccepted-Finance | ₹30.5 L | L3 | Accepted-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-incomplete Document |
| Sl No | Description | Qty | Unit | PURUSHOTAM DUTT UNIYAL L3 | vinod joshi L2 | baldev singh L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in rough excavation, banking excavated earth in layers cm in depth, breaking clods watering, rolling each layer with ½ ton or steel rammers, and rolling every 3rd and top-most layer with po 8 tonnes and dressing up in embankments for roads, flood banks, guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m. All Kinds of soil. | 87.28 | CUM | 221.59 ₹19,340.38 | 220.59 ₹19,253.10 | 220.59 ₹19,253.10 |
| 2.00 | 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 coarse sand: 8graded stone aggregate 40 mm nominal size) | 23.08 | Cum | 5,773.88 ₹1.3 L | 5,772.88 ₹1.3 L | 5,772.88 ₹1.3 L |
| 3.00 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 22.65 | CUM | 7,666.61 ₹1.7 L | 7,665.61 ₹1.7 L | 7,665.61 ₹1.7 L |
| 4.00 | Providing and laying in position cement concrete of specified grade cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 0.93 | CUM | 6,677.69 ₹6,210.25 | 6,676.69 ₹6,209.32 | 6,676.69 ₹6,209.32 |
| 5.00 | Random rubble masonry with hard stone in foundation and plinth i levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand aggregate 20mm nominal size) at plinth level with | 21.98 | CUM | 6,196.97 ₹1.4 L | 6,195.97 ₹1.4 L | 6,195.97 ₹1.4 L |
| 6.00 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand ) | 8.12 | CUM | 6,045.28 ₹49,087.67 | 6,044.28 ₹49,079.55 | 6,044.28 ₹49,079.55 |
| 7.00 | Reinforced cement concrete work in beams, suspended floors, roofs having 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). | 29.02 | CUM | 9,751.42 ₹2.8 L | 9,750.42 ₹2.8 L | 9,750.42 ₹2.8 L |
| 8.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 4.97 | CUM | 9,198.42 ₹45,716.15 | 9,197.42 ₹45,711.18 | 9,197.42 ₹45,711.18 |
| 9.00 | Providing and fixing pressed steel door frames confirming to IS: 43 from commercial mild steel sheet of 1.25 mm thickness including h jamb, bead and if required angle threshold of mild steel angle of se or base ties of 1.25mm pressed mild steel welded or rigidly fixed t mechanical means, adjustable lugs with split end tail to each jamb butt hinges 2.5mm thick with mortar guards, lock strike-plate and as specified and applying a coat of approved steel primer after pre surface as directed by Engineer-in-charge | 26.5 | R.M | 495.32 ₹13,125.98 | 494.32 ₹13,099.48 | 494.32 ₹13,099.48 |
| 10.00 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete With 2nd class teak wood beading 62X19 mm | 16.21 | Sqm | 796.93 ₹12,918.24 | 795.93 ₹12,902.03 | 795.93 ₹12,902.03 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹61,000
Closing Date
8 May 2026, 2:00 pmClosed
Executive engineer
EE Rwd Ghansali
reconstruction work of Govt primary school manjuli dagar at kirtinagar block
2026_RES_94374_1
40/RWD/NIT/2026-27 DT 17-04-2026
Open Tender
Civil Works - Buildings
270 days
ghansali
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Yes
EE RWD Ghansali
₹61,000
Yes
13 May 2026
20 Apr 2026
8 May 2026
21 Apr 2026
8 May 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in rough excavation, banking excavated earth in layers cm in depth, breaking clods watering, rolling each layer with ½ ton or steel rammers, and rolling every 3rd and top-most layer with po 8 tonnes and dressing up in embankments for roads, flood banks, guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m. All Kinds of soil. | - | CUM | - | - | 2.8.1 |
| 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 coarse sand: 8graded stone aggregate 40 mm nominal size) | - | Cum | - | - | 4.1.8 |
| 3 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | CUM | - | - | 5.1-2 |
| 4 | Providing and laying in position cement concrete of specified grade cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | CUM | - | - | 4.1-3 |
| 5 | Random rubble masonry with hard stone in foundation and plinth i levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand aggregate 20mm nominal size) at plinth level with | - | CUM | - | - | 7.1-1 |
| 6 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand ) | - | CUM | - | - | 6.1-2 |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having 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). | - | CUM | - | - | 5.3 |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | CUM | - | - | 5.2.2 |
| 9 | Providing and fixing pressed steel door frames confirming to IS: 43 from commercial mild steel sheet of 1.25 mm thickness including h jamb, bead and if required angle threshold of mild steel angle of se or base ties of 1.25mm pressed mild steel welded or rigidly fixed t mechanical means, adjustable lugs with split end tail to each jamb butt hinges 2.5mm thick with mortar guards, lock strike-plate and as specified and applying a coat of approved steel primer after pre surface as directed by Engineer-in-charge | - | R.M | - | - | 10.14.1 |
| 10 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete With 2nd class teak wood beading 62X19 mm | - | Sqm | - | - | 9.51.2 |
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