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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAccepted-AOC VILLAGE P O MANSIMBLE TEHSIL PALAMPUR DISTRICT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹9.9 L+₹48,815.85 (5.18%)Accepted-AOC | L2 | Accepted-AOC Accepted | |
| 3 | L3₹11.6 L+₹2.2 L (22.9%)Accepted-AOC BILASPUR | BILASPUR | CHHATTISGARH | 495001 | L3 | Accepted-AOC Accepted | |
| 4 | L4₹11.8 L+₹2.4 L (25.1%)Accepted-AOC HOUSE NO 136 RAURA SECTOR II BILASPUR DISTT BILASPUR H P 174001 | BILASPUR | HIMACHAL PRADESH | 174001 | L4 | Accepted-AOC Accepted | |
| 5 | L5₹12.2 L+₹2.8 L (29.3%)Accepted-AOC 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | L5 | Accepted-AOC Accepted |
Tender Value
₹7.9 L
EMD Value
₹15,900
Closing Date
12 Mar 2020, 11:00 amClosed
Executive Engineer
Jal Shakti Vibhag Division Bilaspur
Providing sewerage facility for New Bilaspur town in Tehsil Sadar District Bilaspur (SH Providing laying and jointing of DI pipe 200mm dia and C/o RCC pillar and brick masonrty manhole chamber from Durga Mata Temple to Mukti Dham (ii) Providing layi
2020_HPIPH_35668_1
BLP-BLP00-736
Open Tender
Civil Works
Item Rate
90 days
Under IPH Sub Division Bilaspur
Please refer tender document
6 documents required · 6 mandatory
₹250
Yes
EE Jal Shakti Vibhag Division Bilaspur
₹15,900
Yes
30 Jul 2020
26 Feb 2020
12 Mar 2020
26 Feb 2020
12 Mar 2020
26 Feb 2020
26 Feb 2020 - 11 Mar 2020
Amount
Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock, chiseling wedging out of rock where blasting in prohibited saturated soil including bailing / pumping out of water, stacking the excavated soil in all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.
Providing laying jointing and testing in trenches Centrifugally cast (spun) ductile iron (Spun) spigot and socketed pressure pipes confirming to IS: 8329-2000 class K7 with inside sulphate resisting portland cement (Conforming to IS: 12330 or 6909 with latest amendments) mortor lining including zinc coating on external surface, suitable for Tyton / (push on joints) short pieces,tail pieces , plugs of required sizes with proper ceiling component in a random length of 5 mtrs including cutting of pipes, chamfering where required. The laying of pipe and jointing shall be as per relevant ISI code and to the entire satisfaction of the Engineer-in-charge within all leads and lifts (Earth work to be measured and paid for separately). (200mm dia)
Providing and laying cement concrete 1:4:8 (1cement:4sand:8 graded stone agg. 40mmnominal size) and curing complete excluding the cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer-in-charge.
Providing laying cement concrete 1:2:4 (1cement: 2sand: 4 graded stone agg. 20mmnominal size) and curing complete excluding the cost of form work and reinforcement for RCC work in column, pillars posts and struts upto floor two level in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Brick work using common burnt clay building bricks in super structure above plinth level upto floor two evel 2nd class bricks cement mortar 1:4 (1cement:4sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing and laying cement concrerte 1:2:4 (1cement: 2sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
15mm cement plaster in single coat on fair side of brick / concrete/ stone walls for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth cement mortor 1:3 (1cement: 3sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
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 and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in :
Flat surfaces such as soffits of suspended floor, roofs, landings and the like floors etc. up to 200mm thickness.
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.
Edges of slabs and breaks in floors and walls (under 20cmt wide) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing laying cement concree 1:2:4 (1cement: 2 sand: 4 graded stone agg. 20mm nominal size) excluding the cost of form work and reinforcement for RCC work in:-
Suspended floor roofs landing shelves and their supports balconies, beams girders bressumers and cantilevers up to floor two level.
Providing 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.
Providing and fixing precast manhole cover 500mm made of SFRC with frame (heavy duty) and to the entire satisfaction of the Engineer-in-charge.
Providing laying of RCC pipe 300mm dia class P-2 complete in all respect excluding earth work in trenches within all leads and lifts and to the entire satisfaction of the Engineer-in-charge
Constructing chamber for sluice valve, with CI surface box 100mm top dia, 160mm bottom dia and 180mm deep (inside) with chained lid RCC top 1:2:4 mix (1cement: 2saand: 4 graded stone agg. 20mm nominal size) 100mm thick foundation concrete 1:5;10 mix (1cement:5sand: 10 graded stone agg. 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement: 3sand) finished with a floating coat of neat cement including curing complete.600x600x750mm inside size with 150mm thick walls of RCC 1:2:4 (1cement: 2sand: 4 graded stone aggregate 20mm nominal size) complete with form work and reinforcement with 6mm bars at not exceeding 150mm centers both ways.
Providing and laying cement mortar 1:6:12 (1cement: 6sand: 12 graded stone aggregate 40mm nominal size) excluding the cost of centering and shuttering in foundation and plinth and to the entire satisfaction of the Engineer-in-charge.
Providing laying cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg. 40mm nominalsize and curing complete in foundation and plinth in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing and fixing of path pavers at roura sector (0.60mm thickness) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Javed Khan
Ravinder Singh Patial
Gaurav Singh
PAWAN KUMAR
RATTAN LAL
prakul sharma contractor
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