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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L3₹27.8 L+₹0.25 (<0.01%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 3 | L3₹29.7 L+₹1.8 L (6.61%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹30.0 L
EMD Value
₹52,500
Closing Date
7 Mar 2023, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Providing Lift Irrigation schemeto GP Malyawar Bhatoli and Baloh from Satluj River in Tehsil Ghumarwin District Bilaspur SH Construction of circular main delivery tank 20000 litr capacity construction of storage tank 10000 litr capacity C/o desilitin
2023_HPIPH_69594_1
BLP-BLP-00736-NIT No. 26461-564 Dated 23/02/2023
Open Tender
Civil Works
Item Rate
180 days
Sub Division Kandrour Section Harlog
Please refer Tender documents.
8 documents required · 8 mandatory
₹400
Yes
₹52,500
Yes
20 May 2023
24 Feb 2023
7 Mar 2023
24 Feb 2023
7 Mar 2023
24 Feb 2023
Amount
Excavation in foundation and trenches etc. in earth work in all lifts in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock chiseling/wedging out of rock) where blasting is prohibited saturated soil including bailing/pumping out of water stacking the excavated soil in 15cm layers, when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. (Pick jumper work).
Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg. 40mm nominal size) excluding the cost of centering & shuttering in foundation and plinth in all leads and lifts.
Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg. 20mm nominal size) excluding the cost of form work in foundation and plinth including all carriage in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing and laying cement concrete 1:1.5:3 (1cement: 1.5 sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
Foundation footings base of columns and the like and mass concrete and to the entire satisfaction of the Engineer-in-charge.
Wall any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level and to the entire satisfaction of the Engineer-in-charge.
Beams centilevers, girders and lintels sides and soffits of beam, hounching cantilivers, bressumers and lintels not exceeding 1.00 mtr in depth in all height from floor
Providing and laying cement concrete 1:2:4 (1cement:2sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
Suspended floor roofs landing shelves and their supports balconies, beams girders bressumers and cantilevers up to floor two level.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens ballies, height of propping and cent ring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in:-
Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.
Flat surfaces such as soffits of suspended floor landings and the like up to 200mm thickness and to the entire satisfaction of the Engineer-in-charge.
Edges of slab complete in all respect and to the entire satisfaction of the Engineer-in-charge
Foundation footings base of columns and the like and mass concrete and to the entire satisfaction of the Engineer-in-charge.
Beams, cantilevers, girders and lintels sides and soffits of beams, hunching, cantilevers, bressumers and lintels not exceeding1.00 mtr in depth in all heights from floor.
Providing laying of tor steel reinforcement for RCC work including bending binding and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.
Steel work welded in built up section including cutting, hoisting fixing in position and applying a priming coat of red lead paint in gratings framed guard, bars, ladders, railing brackets and similar works and to the entire satisfaction of the Engineer-in-charge.
Laying jointing and testing in trenches of various dia galvanized mild steel tube confirming to IS: 1239-Part-II with up to date amendments including tube fitting such as bends, tees, unions etc. complete and to the entire satisfaction of the Engineer-in-charge.
50mm dia
80mm dia
100mm dia
Providing and fixing CI sluice valve of Leader make of various dia (with hand wheel) as per IS: 780-1984 class-1 upto 300mm dia i/c brass spindle and as per 2906-1984 class-II for dia> 300mm) complete with bolts, nuts, rubber insertion etc. (the tail piece if required shall be measured and paid for separately).
50mm dia
80mm dia
100mm dia
Manufacturing and fixing 1 mtr high 100mm dia GMS tube vent pipe plugged at top including drilling minimum 30 hole of 8mm dia in periphery of pipe for ventilation and to the entire satisfaction of the Engineer-in-charge.
Supplying and fixing of manhole cover (size 680x680) with MS sheet 2.00mm thick with hinges on MS angle iron frame 35x35x3mm supporting with 40x5mm MS flat with base frame 40x40x5mm duly welded and fixed in RCC slab with anchor bolt 12mmx150mm including cost of welding charges, carriage fixing and applying priming coat and locking arrangement complete in all respect and to the entire satisfaction of the Engineer-in-charge.
Laying jointing and testing in trenches HDPE pipe of following diameter and classes as per IS: 4984-1995 grade PE-80 and jointing the pipes through push type compression joints by hydraulically operated machine complete with butt (heat) fusion welded joints with necessary fittings such as bends, tees, reducers etc. fabricated in accordance with IS: 8360 and IS: 8008 with latest amendements and shall be provided as per site conditions. The flanging of the pipes shall be made as and where required conforming to IS: code 8008 and 7634, stud ends shall be fussion welded on pipes & flanges shall be provided with slip on covered by epoxy coating / plastic powder. The flanges should be conform to ANSI B 16.5 with necessary nuts and bolts (Earth work in trenches to be measured and paid for separately) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
110mm dia
SHIV KANT PRASHAR
Sh.Rattan Lal
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