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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAccepted-AOC | L1 | Accepted-AOC accepted | |
| 2 | L2₹17.2 L+₹3.1 L (21.7%)Rejected-AOC VILLAGE TIPRI PO BHARAIN TEHSIL BHUNTAR DISTT KULLU HP | L2 | Rejected-AOC rejected | |
| 3 | L3₹22.3 L+₹8.2 L (58.2%)Rejected-AOC | L3 | Rejected-AOC rejected | |
| 4 | L4₹23.9 L+₹9.8 L (69.3%)Rejected-AOC | L4 | Rejected-AOC rejected | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹15.6 L
EMD Value
₹31,200
Closing Date
24 Nov 2023, 11:00 amClosed
Executive Engineer Jal Shakti Division Nerwa H.P.
Executive Engineer Jal Shakti Division Nerwa Tehsil Nerwa Distt Shimla H.P.
Balance work of Providing WSS from Charoli Khad to Taprola Gar GP Charoli Jurushala Kulag Charoli khad to Chandwan Ghar Noura Bour Chudli PH-II CO 1 No I Tank 1 No Storage Tank at Node No 2 23200 L cap Laying of GI pipe 65mm dia 10000 Rmt
2023_HPIPH_81532_1
8367-8417 dt 17-11-2023
Open Tender
Miscellaneous Works
Item Rate
60 days
GP Charoli
Please refer Tender documents.
6 documents required · 6 mandatory
₹400
Yes
EE Nerwa
₹31,200
Yes
17 Jan 2024
17 Nov 2023
24 Nov 2023
17 Nov 2023
24 Nov 2023
17 Nov 2023
17 Nov 2023 - 24 Nov 2023
Amount
Cutting in all kinds of earth such as pick work, blassting work, chiselling when when blasting is prohibited in soft/hard rock or such mixed or other veriety of soil of rocks etc. stacking of servicable matirial to specified diamenssions and dispossed of unservicable materiale at the place specified by Engineer in earth work and disposal of excavted earth with in all leads and lifts as per the direction of the Engineer in charge
Excavation in foundation trenches etc. in earth work, lift upto 1.50mtr. Stacking the excavated soil not more than 3mtr. Clear from the edge of excavation and then returning the stacked 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 within all leads and lifts in all kinds of soil and as per the direction of the Engineer-in-Charge.
Providing and laying cement concrete 1:4:8(1cement:4sand:8graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth and as per the direction of the Engineer-in-Charge.
Providing and laying cement concrete 1:1.5:3(1cement:1.5: sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work and asper the direction of the Engineer-in-Charge.
foundation and plinth with in all leads and lifts and as per the direction of the Engineer in charge.
Wall (any thickness but not less than 0.1 m thickness) attached pilasters,buttresses, plinth and string courses etc. from top of foundation level up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.
Prov. And laying cement concrete 1:2:4(1cement:2sand::4graded stone agg. 20mm nominal size)& curing completeexcluding cost of form work & reinforcement for reinforced conc. Work in Flat surface such as soffits of suspended floor roofs landing, shelves and their supports , balconies, beams, girders, bresumers and cantilever upto floor two level 200 mm in thickness. etc and asper the direction of the Engineer-in-Charge.
Providing mild steel/tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level tor steel & asper the direction of the Engineer-in-Charge.
Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, centring, shuttering, strutting and propping and centring below supporting floor to ciling not exceeding 4mtrs. And removal of the same for insitu-reinforced concrete & plain concrete work as per direction of the Engineer-in-Charge.
a) Wall(any thickness but not less than 0.1mtr. Thickness) attached pillaster, butteresses plinth and string courses etc. from top of foundation level upto floor two level.
b) Flat surface such as soffits of suspended floor roofs landing and like to upto 200 mm in thickness.
c) Edges of slabs and breaks in floors and walls under 20 cm wide with in all leads and lifts as per the direction of the Engineer - in - Charge.
Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately)
65 mm dia
Providing & fixing of Brass full way wheel valve of the following diametre including necessary all pipe fittings with in all leads & lifts as per entire satisfication of Engineer - in - charge.
65 mm dia
ANKUSH SHARMA
Saurabh Pandey
VIKAS
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