Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹4.1 LAccepted-Finance | L-1 | Accepted-Finance Lowest Bidder | |
| 2 | L-3₹5.2 L+₹1.0 L (25.2%)Accepted-Finance C O NIDHI MEDICAL STORE LAKKAR BAZAR SHIMLA 01 | SHIMLA | HIMACHAL PRADESH | 171001 | L-3 | Accepted-Finance Highest Bidder | |
| 3 | L-2₹5.2 L+₹1.0 L (24.6%)Rejected-Finance R O VILLAGE NIYAHI P O KANON TEHSIL SAINJ DISTRICT KULLU H P | L-2 | Rejected-Finance Highest Bidder | |
| 4 | Rejected-Technical | - | Rejected-Technical Document not submitted offline |
Tender Value
₹5.2 L
EMD Value
₹15,000
Closing Date
17 Jul 2025, 11:00 amClosed
District Project Officer, IDP Kullu
Forest Complex Uppar Dhalpur Kullu Distt. Kullu 175101
Const. of Secondary and Primary Storage Structure for Minor Gravity Irrigation Scheme at Deuri from Katel Gaad Nalla to Dehori Ward No. 2 GP Banogi under APO IDP unit Banjar for the year 2024-25
2025_CPD1_109425_1
Job No. 04 BJR Const. of Secondary and Primary Storage Structure for Gravity Scheme
Open Tender
Civil Works
Item Wise
GP Banogi under APO IDP unit Banjar
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
District Project Officer, IDP Kullu
₹15,000
17 Jul 2025
4 Jul 2025
17 Jul 2025
5 Jul 2025
17 Jul 2025
5 Jul 2025
Amount
At Sr. No. 1 to 20 is Secondary Str. and Sr. 21 to 31 is Primary Str.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.(Secondary Str.)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :M-7.5 Grade Concrete (Secondary Str.)
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement M-20 Grade Condrete. (Secondary Str.)
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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement withM-20 Grade Concrete). (Secondary Str.)
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 : M-15 Grade Concrete (Secondary Str.)
Centering and shuttering including strutting, propping etc. and removal of form for a) Suspended floors, roofs, landings, balconies and access platform (Secondary Str.)
b) Walls (any thickness) including attached pilasters,buttresses, plinth and string. (Secondary Str.)
c)Edges of slab (Secondary Str.)
Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : (Secondary Str.) With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (Secondary Str.)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (Secondary Str.)
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimensions each (Secondary Str.)
P/F G.I.Connecting Pipes. Inlet & outlet pipes 40mm (Secondary Str.)
Providing and fixing brass full way valve with wheel 40mm nominal size.On inlet & outlet pipe:-40mm (Secondary Str.)
Painting & writing on the surface of the wall in size 1.20x1.20mtr. (Secondary Str.)
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.All kind of soil. (Secondary Str.)
Providing of HDPE Pipe & Jointing in position HDPE pipe of grade PE 100 confirming to IS:4984:1995 and suitable for the respective working pressure with all fittings & accessories e.g. coupling, tees, bends, reducers, screwed adapters, flanged tail pieces etc. following diameters & pressure class complete in all respect. 40x8Kg./Sq.cm ( M/Rate ) (Secondary Str.)
32x10Kg./Sq.cm ( M/Rate ) (Secondary Str.)
Photography charges (Secondary Str.)
Mechanical Carriage (Secondary Str.)
Manual Carriage (Secondary Str.)
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. (Primary Str.)
Providing and fixing brass full way valve with wheel 40mm nominal size. On inlet & outlet pipe:-40mm (Primary Str.)
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 : Cement mortar 1:6 (1 cement : 6 coarse sand)cum (Primary Str.)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : M-7.5 Grade Concrete (Primary Str.)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate (Primary Str.)
P/F G.I.Connecting Pipes. Inlet & outlet pipes 40mm (Primary Str.)
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand (Primary Str.)
Painting & writing on the surface of the wall in size 1.20x1.20mtr. (Primary Str.)
Photography charges (Primary Str.)
Mechanical Carriage(Primary Str.)
Manual Carriage (Primary Str.)
YAN SINGH (BID ID -535543)
Roshan Lal (BID ID -535572)
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .