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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹9.0 L+₹1.4 L (18.8%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹9.3 L+₹1.8 L (23.2%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹9.9 L+₹2.3 L (30.1%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹10.7 L+₹3.1 L (40.6%)Rejected-Finance | L5 | Rejected-Finance Rejected |
Tender Value
₹8.9 L
EMD Value
₹17,750
Closing Date
4 Mar 2021, 11:00 amClosed
Executive Engineer
Jal Shakti Division Solan
CAD to Flow irrigation scheme Bag in GP Dhangheel Tehsil Kandaghat District Solan HP Sub Head Construction of out lets B_P Tanks intake and distribution system
2021_HPIPH_44766_1
JSDS-TA-NIT/20- 23045-23144 Dated 24.02.2021
Open Tender
Civil Works - Others
Item Rate
90 days
Dhangheel, Tehsil Kandaghat
Please refer to the tender documents
6 documents required · 6 mandatory
₹250
₹17,750
Yes
5 Jun 2021
25 Feb 2021
4 Mar 2021
25 Feb 2021
4 Mar 2021
25 Feb 2021
25 Feb 2021 - 4 Mar 2021
Amount
Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work jumper work soft and hard rock and through conglomerate rock upto all leads and lifts stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and as directed by the Engineer in-charge.
Excavation in drains and channel etc in earth work in all kinds of soil such as kankar, moorum shingles conglomerate saturated soil and decomposed soft and hard rock hard rock including including dressing of sides and beds , disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and then returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of Engineer-in-charge.
Providing and laying cement concrete 1:1.5:3 (M-20)(1cement:1.5approved sand:3approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.
a) Base
b) Foundation & plinth i/c extra labour
c) Walls
Providing & laying precast slab (20mm nominal size stone aggregate) with cement concrete mix of M-25 (1:1:2) and curing complete excluding cost of form work as per direction and to the entire satisfaction of the Engineer-in- charge.
a) Flat surface
Providing & laying cement concrete 1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in foundation & plinth including all lead and lifts complete in all respect as per direction 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 I/c centring , shuttering , strutting and proping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtr. and removal of the same for insitu- reinforced concrete & plain concrete work in :-including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.
a) Vertical/Wall thickness
Boulder filling at bottom of 350 dia Hydrant chamber including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.
Providing tor steel reinforcement for RCC work including bending, winding and placing in position complete upto floor two level. including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.
Providing and fixing water opening gate including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.
Laying & jointing HDPE (High Density Polyethyiene pipes) of various dia in trenches, refilling (Earth work in trenches to be measured and paid for separately) Material grade PE-63 including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.
a) 90 dia PN4
b) 90 dia PN6 pipe bends
a) 90 dia PN6 90 degree bends
a) 90 dia PN6 QC pump connector
Laying and jointing of HDPE pipe Material Grade PE-63 pressure rating PN 4.0 (earth work in trenches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.
a)110mm dia
b)125mm dia
Providing and fixing in position RCC pipe of following dia., class and length of out-lets including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.
900mm dia NP 2.0
350mm dia NP 2.0
Providing & fixing CI Sluice valve(with hand wheel)as per IS : 780-1984class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia. > 300mm)complete with bolts nuts,rubber insertion etc. 9the tail piece if required shall be measured & paid for separatly)including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.
(ii) 80mm dia PN-1
Steel work welded in built up section,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coat of red paint:- in grating,framed,guards,bars,ladders,railing,brackets & similar works.including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.
Miscellanious for locking arrangements & other accessories including all leads & lifts complete in all respect as per direction of the Engineer-in-charge.
Ashok Kumar Thakur
R.K.Manhotra
Shri Ram Contractor
Suneel Dutt
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