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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SURENDRA SINGH NEGI L1 |
|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for all Kinds of soil by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | 419.55 | Cum | 260 ₹1.1 L |
| 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 fine sand : 8 graded stone aggregate 40 mm nominal size). by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | 77.23 | Cum | 5,800 ₹4.5 L |
| 3.00 | Random rubble masonry with hard stone in foundation and plinth including
levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12
graded stone aggregate 20 mm nominal size) upto plinth level with : | 54.55 | Cum | 6,339 ₹3.5 L |
| 4.00 | 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | 90.58 | Cum | 7,800 ₹7.1 L |
| 5.00 | 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | 212.26 | Cum | 9,500 ₹20.2 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) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | 15.54 | Cum | 6,375 ₹99,067.50 |
| 7.00 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | 224.58 | Cum | 8,014 ₹18.0 L |
| 8.00 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement : 4 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | 97.52 | Sqm | 960 ₹93,619.20 |
| 9.00 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | 52.52 | sqm | 80 ₹4,201.60 |
| 10.00 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness,
including hinges, jamb, lock jamb, bead and if required angle thresholdof mild steel angle of section 50x25 mm, or base ties of 1.60 mm,
pressed mild steel welded or rigidly fixed together by mechanical means,including M.S. pressed butt hinges 2.5 mm thick with mortar guards,
lock strike-plate and shock absorbers as specified and applying a coatof approved steel primer after pre-treatment of the surface as directed
by Engineer-in-charge: | 347.7 | Sqm | 430 ₹1.5 L |
Tender Value
₹2.3 Cr
EMD Value
₹4.7 L
Closing Date
28 Apr 2026, 12:30 pmClosed
S.E R.W.D Circle Pauri
Superintending Engineer Rural Works Department Circle Pauri Tehsil Road Near Gas agency Pauri
Construction work of Government Inter College Silpata Gairsain block of district Chamoli.
2026_RES_94029_1
12/RWD/T.I/2026-27
Open Tender
Civil Works - Buildings
450 days
Gairsain
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
As per attched SBD
₹4.7 L
S.E R.W.D Circle Pauri
21 May 2026
8 Apr 2026
28 Apr 2026
8 Apr 2026
28 Apr 2026
8 Apr 2026
17 Apr 2026
| 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 in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for all Kinds of soil by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 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 sand : 8 graded stone aggregate 40 mm nominal size). by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Random rubble masonry with hard stone in foundation and plinth including
levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12
graded stone aggregate 20 mm nominal size) upto plinth level with : | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 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) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | - | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement : 4 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness,
including hinges, jamb, lock jamb, bead and if required angle thresholdof mild steel angle of section 50x25 mm, or base ties of 1.60 mm,
pressed mild steel welded or rigidly fixed together by mechanical means,including M.S. pressed butt hinges 2.5 mm thick with mortar guards,
lock strike-plate and shock absorbers as specified and applying a coatof approved steel primer after pre-treatment of the surface as directed
by Engineer-in-charge: | - | Sqm | - | - | BI01010001010000000000000515BI0100001122 |
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