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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAccepted-Finance | ₹4.5 Cr | L1 | Accepted-Finance Financial qualify |
| 2 | L2₹4.5 Cr+₹2.3 L (0.52%)Rejected-Finance 00 KANDHARPUR NEAR JUNIOR HIGH SCHOOL KANDHARPUR BAREILLY UTTAR PRADESH 243004 UDYAM UP 15 0021222 | BAREILLY | UTTAR PRADESH | 243004 | ₹4.5 Cr+₹2.3 L (0.52%) | L2 | Rejected-Finance Financial disqualify |
| 3 | L3₹4.5 Cr+₹2.9 L (0.65%)Rejected-Finance UTTAR KASHI | UTTARAKHAND | 249128 | ₹4.5 Cr+₹2.9 L (0.65%) | L3 | Rejected-Finance Financial disqualify |
Tender Value
₹4.9 Cr
EMD Value
₹9.8 L
Closing Date
10 Mar 2025, 12:00 pmClosed
GM(T)
UKKUVB, Rudrapur
Development work of Animal Breeding Farm, Nariyalgaon, Champawat (Phase-2)
2025_UAPMB_80837_1
e-nivida -545-548/2025
Open Tender
Civil Works
Item Rate
540 days
Nariyalgaon
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
GM(T), UKKUVB, Rudrapur
₹9.8 L
27 Mar 2025
1 Mar 2025
10 Mar 2025
1 Mar 2025
10 Mar 2025
1 Mar 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 200 | Sq M | - | - |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Ordinary rock | 53.28 | Cu M | - | - |
| 3 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating Each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 37.3 | Cu M | - | - |
| 4 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | 35.82 | Cu M | - | - |
| 5 | Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. | 7.5 | Cu M | - | - |
| 6 | 3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos / Lindane E.C. 20% with 1% concentration | 75 | Sq M | - | - |
| 7 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 24 | Sq M | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mmnominal size) | 13.79 | Cu M | - | - |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 5.72 | Cu M | - | - |
| 10 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level | 16.31 | Cu M | - | - |
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