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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.3 LAccepted-AOC 1 KAHARA MALANOO KAHARA DODA JAMMU KASHMIR 182203 | DODA | JAMMU AND KASHMIR | 182203 | 1 | Accepted-AOC L1 bidder | |
| 2 | 2₹15.7 L+₹38,462.24 (2.51%)Rejected-AOC | 2 | Rejected-AOC L2 bidder | |
| 3 | 3₹19.8 L+₹4.5 L (29.2%)Rejected-AOC LINK ROAD KISHTWAR J K 182204 | KISHTWAR | JAMMU AND KASHMIR | 182204 | 3 | Rejected-AOC L3 bidder | |
| 4 | 4₹22.2 L+₹6.9 L (44.8%)Rejected-AOC | 4 | Rejected-AOC L4 bidder | |
| 5 | Rejected-Technical H NO 28 KAMAL PURA CHERHAR CHERHAR POOCHAL KISHTWAR KISHTWAR JAMMU KASHMIR 182204 | KISHTWAR | JAMMU AND KASHMIR | 182204 | - | Rejected-Technical Not Qualified |
Tender Value
₹20.5 L
EMD Value
₹41,000
Closing Date
17 Dec 2024, 5:30 pmClosed
DGM
Kiru HEP, Administrative building at Kishtwar
Providing RCC foundation and miscellaneous civil works for the proposed pre-fabricated field hostel building at Patharnaki, Kiru HEP, Dist. Kishtwar
2024_CVPP_836561_1
CVPPL/Kiru/P and C/PKG C-29/2024-25/438
Open Tender
Civil Works
Item Rate
Kiru HEP site at Patharnaki
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Kiru HEP, Chenab Valley Power Projects Limited
₹41,000
Yes
4 Jul 2025
26 Nov 2024
24 Dec 2024
26 Nov 2024
17 Dec 2024
26 Nov 2024
Amount
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock
Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level; 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
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: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level; Thermo- Mechanically Treated bars of grade Fe-500D or more.
12mm Cement plaster finished with a floating coat of neat cement of mix: 1:4 ( 1 cement : 4 fine sand)
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg ) R.C.C. top slab with 1:1½ : 3 mix ( 1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : Inside dimensions 455x610 mm and 45 cm deep for single pipe line
Providing and fixing unplasticized Polyvinyl Chloride (UPVC) pipes, conforming to ASTM D1785 (Schedule 40) with all fittings UPVC pipe 150mm NB with minimum wall thickness of 7.11mm complete as per direction of Engineer in Charge.
Providing and fixing soil, waste and vent pipes : 110mm PVC pipe
Providing and fixing plain bend of required degree:110mm PVC
SAG CONSTRUCTION PVT LTD (BID ID -3136581)
SBJA Constructions Pvt. Ltd (BID ID -3139066)
M/S GMT (BID ID -3136369)
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