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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.5 LAccepted-Finance N A | PALWAL | HARYANA | 121004 | 1 | Accepted-Finance 1 | |
| 2 | 2₹20.1 L+₹1.6 L (8.71%)Rejected-Finance CHENAB VALLEY DIVISION HPPWD UDAIPUR HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | 2 | Rejected-Finance 2 | |
| 3 | 3₹21.1 L+₹2.6 L (14.0%)Rejected-Finance | 3 | Rejected-Finance 3 | |
| 4 | 4₹22.3 L+₹3.8 L (20.6%)Rejected-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | 4 | Rejected-Finance 4 | |
| 5 | 5₹23.2 L+₹4.7 L (25.6%)Rejected-Finance JOGINDER NAGAR | AMRITSAR | PUNJAB | 143001 | 5 | Rejected-Finance 5 |
Tender Value
₹27.7 L
EMD Value
₹49,050
Closing Date
24 Apr 2023, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
CAD works for FIS Kothi Majher in Tehsil Sadar District Bilaspur (SH Laying jointing and testing of HDPE pipe for distribution system construction of outlet chamber P/F field outlet assembly construction of hydrants and providing fixing Alfa valves.
2023_HPIPH_72219_1
BLP-BLP-00736-NIT No. 900-999 Dated 12/04/2023
Open Tender
Civil Works
Item Rate
180 days
Sub Division Jukhala Section Namhol
Please refer Tender documents.
7 documents required · 7 mandatory
₹400
EE JSV Bilaspur
₹49,050
Yes
2 Jun 2023
14 Apr 2023
24 Apr 2023
14 Apr 2023
24 Apr 2023
14 Apr 2023
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 sides of foundation etc. consolidating each deposited layer by ramming and watering and then deposing of all surplus excavated earth as directed within all leads and lifts.
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.
160mmdia PN 4.00
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 leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing and laying cement concrete flooring 1:2:4 (1cement: 2sand: 4 graded stone aggregate 20mm nominal size) in one layer finished with a floating coat of neat cement (50 mm thick)
Brick work using 1st class common burnt clay building bricks in foundaton and plinth incement mortar 1:4 (1cement: 4sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
15mm cement plaster in single coat of fair side of brick/ stone masonary for internal plastering up to floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth in CM: 1:3(1cement:3sand) and to the entire satisfaction of the Engineer-in-charge.
Providing and laying cement concrete MIX of M20 1:1.5:3 (1cement: 1.5 sand:3 graded stone aggregate 20mm nominal size) fiishing and curing complete excludingn the cost of form work for RCC work and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
Providing and laying precast slab in nominal cement concrete of M20 and curing complete excluding the cost of form work and to the enitre 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 ballies, height of propping and centring 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.
Boulder filling at bottom in all leads and lifts and to the entire satisfaction of the Engineer-in-cahrge.
Fittings and accessories.
110 dia PN-4.0/5 0/6 0/8.0 HDPE pipe
110 dia PN 6 HDPE pipe end
110 dia PN6 HDPE pipe 900 bends
110 dia PN6 HDPE QC pump connector
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.
Providing laying jointing and testing of RCC pipe IS class NP2 of following internal diameters with collars and butt ends prepared for collars, joints including testing of joints complete and to the entire satisfaction of the Engineer-in-charge.
RCC pipe 900mm dia
RCC pipe 350mm dia
Providing and fixing 80mmdia C.I control / sluice vlave Kirloskar/Leader make in all leads and lifts 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.
Miscellanious for locking arrangement and other accessories and to the entire satisfaction of the Engineer-in-charge.
Providing and fixing CI Alfa valves (PHDRG) of following dia Bir/Kartar/ Kirloksar make to inner side ofoutlets conforming to seat presssure with upto date amendements including carriage within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Lalit Kumar
Parkash Chand Sharma
RAKESH KUMAR
BITTU RAM
ASHWANI KUMAR
M/S Anil Kumar
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