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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹63.3 LAccepted-Finance DHALIWAL | L-1 | Accepted-Finance Found L-1 | |
| 2 | L2₹64.6 L+₹1.3 L (2.05%)Rejected-Finance DHALIWAL | JALANDHAR | PUNJAB | 144001 | L2 | Rejected-Finance Not found L-1 | |
| 3 | L-3₹66.1 L+₹2.8 L (4.38%)Rejected-Finance DHALIWAL | L-3 | Rejected-Finance Not found L-1 | |
| 4 | L-4₹68.8 L+₹5.5 L (8.65%)Rejected-Finance | L-4 | Rejected-Finance Not found L-1 | |
| 5 | L-5₹70.0 L+₹6.7 L (10.6%)Rejected-Finance DHALIWAL | FATEHGARH SAHIB | PUNJAB | 140402 | L-5 | Rejected-Finance Not found L-1 |
Tender Value
₹99.5 L
EMD Value
₹1.3 L
Closing Date
15 Jun 2024, 10:00 amClosed
Executive Engineer Jal Shakti Divn Haroli
Executive Engineer Jal Shakti Divn Haroli
Providing Household Drainage System in ward No 7, Mohalla-Tallian Village-Lower Pandoga Tehsil- Haroli Distt. Una (H.P.). Under SDMF
2024_HPIPH_88756_1
No. JSV/ Haroli/ TA/ tender/24- 467-97 dt 06-06-24
Open Tender
Civil Works
Item Rate
90 days
Village lower Pandoga
as per NIT
10 documents required · 10 mandatory
₹800
Yes
Executive Engineer Jal Shakti Divn Haroli
₹1.3 L
Yes
24 Jun 2024
7 Jun 2024
15 Jun 2024
7 Jun 2024
15 Jun 2024
7 Jun 2024
7 Jun 2024 - 15 Jun 2024
Amount
Excavation in foundations, trenches etc., in earth work. lift upto 1.5 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads complete i/c all leads and lifts and as per the direction of the Engineer-in-Chaarge.
Demolition below G.L. upto 1.50 m depth and disposal of unserviceable material within 20 m lead. Un-reinforced cement concrete more than 15 cm thickness complete i/c all leads and lifts and as per the direction of the Engineer-in-Chaarge.
Providing and laying cement concrete 1: 3: 6 (1: cement : 6 sand :12 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the Engineer-in-Chaarge.
Providing and laying cement concrete work design mix M30 not less than 1:1.50:3 ( 1cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size ) & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
Foundation , footing and base etc complete i/c all leads and lifts and as per the direction of the Engineer-in-Chaarge.
Vertical surfaces such as wall of any thickness, partition and the like inculding pillasters,buttresses, plinth ande string courses and the like in all heights complete i/c all leads and lifts and as per the direction of the Engineer-in-Chaarge.
Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two leve complete i/c all leads and lifts and as per the direction of the Engineer-in-Chaarge.
Providing form work with steel sheets 3.15 mm thick so as to give a fair finish i/c centering, shuttering, struting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ RCC and PCC work in :-
Vertical surfaces such as wall of any thickness, partition and the like inculding pillasters,buttresses, plinth ande string courses and the like in all heights complete i/c all leads and lifts and as per the direction of the Engineer-in-Charge.
Flat surface such as soffits of suspended floors, roofs, landings and like floors etc. upto 200 mm in thickness complete i/c all leads and lifts and as per the direction of the Engineer-in-Charge.
Providing mild/tor steel reinforcement of RCC work i/c bending ,binding and placing in position in complete up to floor two level in all leads and lifts and as per the direction of the Engineer-in-Charge.
Providing Laying, jointing and commissioning of HDPE pipe for Sewarage Class PE-80 PN 6.0 pipes of following diameter and class confirming to IS 14333-1996 including all necessary fittings & bends complete i/c all leads and lifts and as per the direction of the Engineer-in-Charge.
110 mm dia
160 mm dia
200 mm dia
250 mm dia
Brick work using common burnt clay building bricks in foundation and plinth in Cement Mortar 1:6 ( 1 Cement : 6 Sand) First class bricks
20 mm cement plaster in single coat on rough side of brick/ stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar (1:6) (1 cement: 6 sand)
Stone filling behind retaining walls complete in all respect including carriage of material in all leads and lifts complete i/c all leads and lifts and as per the direction of the Engineer-in-Charge.
Provding By-pass Valve, penstock opening arrangement, air vents with cowl etc.complete i/c all leads and lifts and as per the direction of the Engineer-in-Charge.
parmod kumar
Sahil ohri
Raj Kumar S/O Sh. Jagdish Chand
abhishek khajanchi
M/S P.S ENTERPRISES
Ravinder Kumar Sahore
Pankaj Pal Mahey
ASHISH KUMAR GOVT CONTRACTOR
KARUN KUMAR
Surinder Kumar Thakur
Yash Pal Sharma
Bidder Name
Yash Pal Sharma
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