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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.2 LAccepted-Finance GRAM AGUNDA PO THATI KATHUD BUDAKEDAR DISTRICT TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | 249001 | L1 | Accepted-Finance first lowest | |
| 2 | L2₹24.5 L+₹1.3 L (5.74%)Accepted-Finance | L2 | Accepted-Finance Second lowest | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance N A | - | Not Admitted-Fee/PreQual/Technical/Finance Others-performa 1 not filled correctly | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-performa 1 not filled correctly, power of attorney not given | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-format 4 not filled correctly |
| Sl No | Description | Qty | Unit | S.S CONSTRUCTION L2 | CHANDAN SINGH CHAUHAN L1 |
|---|---|---|---|---|---|
| 1.00 | 2.8 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. 2.8.1 All kinds of soil. | 61.04 | cum | 290.28 ₹17,718.45 | 200 ₹12,208 Lowest |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) | 9.36 | cum | 7,269.26 ₹68,040.25 | 6,800 ₹63,648 Lowest |
| 3.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 19.61 | cum | 10,087.43 ₹1,97,814.58 | 8,000 ₹1,56,880 Lowest |
| 4.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 47.26 | sqm | 437.32 ₹20,667.52 | 400 ₹18,904 Lowest |
| 5.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 54 | sqm | 1,072 ₹57,888.13 | 900 ₹48,600 Lowest |
| 6.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilever | 92.23 | sqm | 821.2 ₹75,739.35 | 700 ₹64,561 Lowest |
| 7.00 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.48 | cum | 7,953.58 ₹19,724.88 | 7,500 ₹18,600 Lowest |
| 8.00 | 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) | 25.59 | cum | 10,154.56 ₹2,59,855.29 | 8,000 ₹2,04,720 Lowest |
| 9.00 | 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 :
7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | 13.31 | cum | 8,149.27 ₹1,08,466.76 | 7,800 ₹1,03,818 Lowest |
| 10.00 | 10.14 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 threshold of 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 coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:10.14.1 Profile B
10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb | 26.5 | rm | 650.47 ₹17,237.33 | 650 ₹17,225 Lowest |
Tender Value
Refer Docs
EMD Value
₹51,000
Closing Date
26 Sept 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
EE RWD Ghansali
Reconstruction work of the Government Primary School building at Pakh in Bhilangana Block (Polling Booth).
2026_RES_100367_2
543/rwd/NIT/2026-27 dt 18-092026
Open Tender
Civil Works - Buildings
Item Wise
90 days
Ghansali
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Yes
EE RWD Ghansali
₹51,000
Yes
30 Sept 2026
19 Sept 2026
26 Sept 2026
19 Sept 2026
26 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 2.8 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. 2.8.1 All kinds of soil. | 61.04 | cum | 296.2 | ₹18,080.05 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) | 9.36 | cum | 7,417.61 | ₹69,428.83 |
| 3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 19.61 | cum | 10,293.3 | ₹2,01,851.61 |
| 4 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 47.26 | sqm | 446.24 | ₹21,089.3 |
| 5 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 54 | sqm | 1,093.88 | ₹59,069.52 |
| 6 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilever | 92.23 | sqm | 837.96 | ₹77,285.05 |
| 7 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.48 | cum | 8,115.9 | ₹20,127.43 |
| 8 | 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) | 25.59 | cum | 10,361.8 | ₹2,65,158.46 |
| 9 | 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 :
7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | 13.31 | cum | 8,319.58 | ₹1,10,733.61 |
| 10 | 10.14 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 threshold of 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 coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:10.14.1 Profile B
10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb | 26.5 | rm | 663.75 | ₹17,589.38 |
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