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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC | L1 | Accepted-AOC accepted | |
| 2 | L2₹9.3 L+₹18,985.40 (2.09%)Rejected-AOC R O VILLAGE SAYANH P O LOHARA TEHSIL BATH DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | L2 | Rejected-AOC rejected | |
| 3 | L3₹9.7 L+₹60,760.50 (6.70%)Rejected-AOC | L3 | Rejected-AOC rejected | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹17,670
Closing Date
16 Sept 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer Jal Shakti Division Nerwa
Providing FHTC to the balance household of GP Khadar Teh Chopal Distt Shimla HP SH CO 1 No Storage Tank 40000 ltr cap Laying of GI Pipe Node No 2 3 32mm dia 2000 rmt Providing 37 Nos household connection of GP Khadar in hab Bhanal Dochi
2021_HPIPH_52117_1
4944-94 Dated 08-09-2021
Open Tender
Pipe Laying Works
Item Rate
60 days
GP Khadar
Please refer Tender documents.
6 documents required · 6 mandatory
₹250
Yes
EE Nerwa
₹17,670
Yes
12 Jul 2022
9 Sept 2021
17 Sept 2021
9 Sept 2021
16 Sept 2021
9 Sept 2021
9 Sept 2021 - 16 Sept 2021
Amount
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.
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.
Providing and fixing locking arrangement complete including welding and fixing to tank slab complete with in 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)
32 mm dia
Providing and Installation of house conncection with all kind of tube fittings such as GI Elbow, GI Tee, GI Sockets, GI Unions, GI Nipples , Collars, Air valve and 6mm ferrule connection complete in all respect and as per satisfaction of Engineer-in-Charge.
Providing and laying 15 mm dia. GI pipe (LG) for house service connection average 38 Rmt . for each connection including cost of laying jointing and testing in trenches (wherever required) screwed socketed complete in all respect and as per satisfaction of Engineer-in-Charge. (Earth work shall be measured and paid seperatly).
Devender Singh
kalsaik contractor
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