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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.0 LAccepted-AOC GRAM KOTI CHORI PATTI DHARAMANDAL TEHSIL PRATAPNAGAR DISTRICT TEHRI GARHWAL | DEHRADUN | UTTARAKHAND | 248008 | ₹28.0 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹28.0 LRejected-AOC GRAM KOTI CHORI PATTI DHARAMANDAL TEHSIL PRATAPNAGAR DISTRICT TEHRI GARHWAL | ₹28.0 L | L2 | Rejected-AOC second Lowest |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance GRAM KOTI CHORI PATTI DHARAMANDAL TEHSIL PRATAPNAGAR DISTRICT TEHRI GARHWAL | DEHRADUN | UTTARAKHAND | 248008 | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Information given By CA And performa-4 do not match. |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-CA has given only 2024-25 turn over certificate in the UDIN No but Contractor has shown all Five year Turn Over. |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Work order Number same but works are different in Performa-5 |
| Sl No | Description | Qty | Unit | kanswal infra Pvt ltd L2 | ANAND SINGH MANDRAWAL L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)
Imanual 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, for all lift, including getting out the excavated soil and disposal
of surplus excavated soil as directed, within a lead of 50 m.
Allkinds of soil. | 24 | Cum | 214.64 ₹5,151.36 | 214 ₹5,136 |
| 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 : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) | 2.4 | Cum | 5,103.84 ₹12,249.22 | 5,103 ₹12,247.20 |
| 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 9.01 | Cum | 7,458.91 ₹67,204.78 | 7,458 ₹67,196.58 |
| 4.00 | 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) DSR 5.2.2 | 3.46 | cum | 8,949.09 ₹30,963.85 | 8,949 ₹30,963.54 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | 9.6 | Sqm | 323.36 ₹3,104.26 | 323 ₹3,100.80 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 46.08 | Sqm | 792.67 ₹36,526.23 | 792 ₹36,495.36 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal
of form for
Stairs, (excluding landings) except spiral-staircases | 395.36 | Sqm | 630.76 ₹2.5 L | 630 ₹2.5 L |
| 8.00 | 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 upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-lll) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 79.2 | Cum | 9,487.16 ₹7.5 L | 9,487 ₹7.5 L |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 7,195.94 | kg | 88.93 ₹6.4 L | 88.5 ₹6.4 L |
| 10.00 | 13.16 6 mm cement plaster of mix :
13.16.1 1:3 (1 cement : 3 fine sand) | 354.56 | sqm | 247.74 ₹87,838.69 | 247 ₹87,576.32 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹81,500
Closing Date
9 Dec 2025, 2:00 pmClosed
Executive engineer
EE Rwd Ghansali
Construction of stadium stand and CC road located in village Panchri under block Jakhnidhar.
2025_RES_88918_1
662/nit/RWD/2025-26 dt 15-11-2025
Open Tender
Civil Works - Others
270 days
ghnasali
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Yes
EE RWD Ghansali
₹81,500
Yes
9 Feb 2026
15 Nov 2025
9 Dec 2025
15 Nov 2025
9 Dec 2025
15 Nov 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) Imanual 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Allkinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
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) DSR 5.2.2
Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral-staircases
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 upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-lll) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
13.16 6 mm cement plaster of mix : 13.16.1 1:3 (1 cement : 3 fine sand)
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)
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Excavation in soil in Hilly Area by mechanical means 1-1-1-A Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
Excavationinfoundationfor retaining,breastwallsetc, inall typesofsoils and rocks includingall lead, lift anddisposal of surplusmaterial asper direction of engineer- in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
RandomRubbleStoneMasonry laidDry, inbreastwalls, retainingwalls, etc. including supply of all material, labour, T&P and royaltiies etc. completeasper drawingand technical specificationsClauses702, 704, 1202 & 1203 of MORD Specifiction
Providingconcrete forplain/ reinforcedconcrete inopen foundationscompleteas per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
Cement plum Masonry with 40% plum & 60%1:3:6 cement concrete including supply o fall material, labour,T&Petc. Required for proper completion of the work.as per drawing sand technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
Providingconcrete forplain/ reinforcedconcrete inopen foundationscompleteas per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)
kanswal infra Pvt ltd (BID ID -408144)
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