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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 Cr+₹1.1 Cr (60.7%)Admitted-Finance | ₹2.8 Cr+₹1.1 Cr (60.7%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical AS PER TEC REPORT |
| 4 | Rejected-Technical | - | - | Rejected-Technical AS PER TEC REPORT |
| 5 | Rejected-Technical ALLOCHI BAGH DISTT SRINAGAR J K | SRINAGAR | JAMMU AND KASHMIR | 190001 | - | - | Rejected-Technical AS PER TEC REPORT |
| Sl No | Description | Qty | Unit | STARCON INFRA PROJECT INDIA PRIVATE LIMITED L2 | M/S ALTAF CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (hydraulic excavator) in foundation trenches, drains, pipes and cables etc (Not exceeding 1.50mtr in width or 10 sqm in plan) including dressing of sides and ramming of bottoms, lift up to1.5mtr including getting out excavatedsoil and disposal of surplus soil as directed with in a lead of 50m : All kinds of soil | 204.87 | Cum | 350 ₹71,704.5 | 200 ₹40,974 Lowest |
| 2.00 | Earthwork in excavation by Mechanical means (hydraulic excavator) over areas ( exceeding 30 cm in depth, 1.5mtr in width as well as 10 sqm in plan )including disposal of excavated earth,lead upto 50mtr and lift up to 1.5m, disposed earth to be levelled and neatly dressed: All kinds of soil | 1,683 | Cum | 250 ₹4,20,750 | 200 ₹3,36,600 Lowest |
| 3.00 | Providing and laying In position cement concrete of specified grade excluding the cost of centring,shuttering - All works upto plinth level. 1:3:6 (1 cement:3 coarse sand: 6 graded stone agreegate 20 mm nominal size) (A) crushed | 18.62 | Cum | 6,600 ₹1,22,892 | 4,200 ₹78,204 Lowest |
| 4.00 | Providing and laying in position cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, strings or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, sunken floors fillets etc upto floor five level, excluding cost of centring, shuttering and finishing: 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (A) crushed | 915.3 | Cum | 8,000 ₹73,22,400 | 5,000 ₹45,76,500 Lowest |
| 5.00 | Providing and supplying at site Mechanically woven double twisted hexagonal shaped wire mesh gabion boxes as per IS 16014:2012, MORTH Clause 2500, of size 2m x1m x 1m, mesh type 10x12 (D=100 mm with tolerance of ± 2% ) Zinc + PVC coated, mesh wire diameter 2.7/3.7 mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, with lacing wire of diameter 2.2/3.2 mm (ID/OD), supplied @3% by weight of Gabion boxes all complete. | 3,060 | No | 3,800 ₹1,16,28,000 | 2,000 ₹61,20,000 Lowest |
| 6.00 | Supply, filling and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in gabion box all complete as per drawings and direction of Engineer in charge all complete (for payment purpose, a 15 % volume shall be deducted from the volume of gabions to account for voids) | 5,202 | Cum | 1,350 ₹70,22,700 | 1,100 ₹57,22,200 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for; Columns, pliiars,piers, abutments, posts and struts | 4,104 | Sqm | 450 ₹18,46,800 | 200 ₹8,20,800 Lowest |
Tender Value
₹2.1 Cr
EMD Value
₹4.3 L
Closing Date
30 Jun 2020, 5:00 pmClosed
Senior Manager (Contracts)
Contracts and Procurement Division, Uri-II Power Station, NHPC Ltd., Nowpora, Tehsil-Uri, Distt.-Baramulla, J and K
River Bank protection in front of SFT along right bank from Upstream of existing protection work and upto both side of Dachi bridge total length 422m plus 130m Uri-II Power Station, Nowpora, Baramulla J and K
2020_NHPC_554872_1
NH/Uri-II/CnP/20-21/02
Open Tender
Civil Works
Works
270 days
Uri-II Power Station, Nowpora, Salamabad, Uri, JK
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
NHPC Limited
₹4.3 L
Yes
24 Dec 2020
4 Apr 2020
8 Jul 2020
4 Apr 2020
30 Jun 2020
4 Apr 2020
Amount
Earthwork in excavation by mechanical means (hydraulic excavator) in foundation trenches, drains, pipes and cables etc (Not exceeding 1.50mtr in width or 10 sqm in plan) including dressing of sides and ramming of bottoms, lift up to1.5mtr including getting out excavatedsoil and disposal of surplus soil as directed with in a lead of 50m : All kinds of soil
Earthwork in excavation by Mechanical means (hydraulic excavator) over areas ( exceeding 30 cm in depth, 1.5mtr in width as well as 10 sqm in plan )including disposal of excavated earth,lead upto 50mtr and lift up to 1.5m, disposed earth to be levelled and neatly dressed: All kinds of soil
Providing and laying In position cement concrete of specified grade excluding the cost of centring,shuttering - All works upto plinth level. 1:3:6 (1 cement:3 coarse sand: 6 graded stone agreegate 20 mm nominal size) (A) crushed
Providing and laying in position cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, strings or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, sunken floors fillets etc upto floor five level, excluding cost of centring, shuttering and finishing: 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (A) crushed
Providing and supplying at site Mechanically woven double twisted hexagonal shaped wire mesh gabion boxes as per IS 16014:2012, MORTH Clause 2500, of size 2m x1m x 1m, mesh type 10x12 (D=100 mm with tolerance of ± 2% ) Zinc + PVC coated, mesh wire diameter 2.7/3.7 mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, with lacing wire of diameter 2.2/3.2 mm (ID/OD), supplied @3% by weight of Gabion boxes all complete.
Supply, filling and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in gabion box all complete as per drawings and direction of Engineer in charge all complete (for payment purpose, a 15 % volume shall be deducted from the volume of gabions to account for voids)
Centering and shuttering including strutting, propping etc. and removal of form for; Columns, pliiars,piers, abutments, posts and struts
STARCON INFRA PROJECT INDIA PRIVATE LIMITED
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