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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC VILL REOG PO BHALAOG TEHSIL KUMARSAIN DISTT SHIMLA HP | KUMARSAIN | SHIMLA | HIMACHAL PRADESH | L1 | Accepted-AOC Awarded | |
| 2 | L2₹6.8 L+₹13,668.67 (2.05%)Rejected-Finance R O VILLAGE P O BAKRAS TEHSIL SHILLAI DISTT SIRMOUR HP | L2 | Rejected-Finance Rejected | |
| 3 | L3₹7.0 L+₹33,300.10 (4.98%)Rejected-Finance VILLAGE SHALIYAN P O BAKRAS GUNDAH TEHSIL SHILLAI DISTRICT SIRMOUR H P | BAKRAS GUNDAH | SIRMOUR | HIMACHAL PRADESH | 173027 | L3 | Rejected-Finance Rejected | |
| 4 | L4₹7.6 L+₹88,839.40 (13.3%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹7.6 L+₹94,213.10 (14.1%)Rejected-Finance VILLAGE BALOH PO NANWAN TEHSIL GHUMARWIN DISTT BILASPUR H P | L5 | Rejected-Finance Rejected |
Tender Value
₹8.6 L
EMD Value
₹17,250
Closing Date
1 Sept 2022, 5:00 pmClosed
Executive Engineer Jal Shakti Division Shillai
Executive Engineer Jal Shakti Division Shillai
SH C O 2 Nos RCC Intake 2 Nos Storage tank Laying jointing of GI pipes
2022_HPIPH_64000_1
SHL-SMR03-780-JSV DIV-SHILLAI-3731-80 DT 24.08.22
Open Tender
Civil Works
Item Rate
180 days
Shillai
Please refer Tender documents.
9 documents required · 9 mandatory
₹250
Executive Engineer Jal Shakti Division Shillai
₹17,250
Yes
22 Oct 2022
24 Aug 2022
2 Sept 2022
24 Aug 2022
1 Sept 2022
24 Aug 2022
Amount
Excavation in foundation and trenches etc.in earth work in all kinds of soil such as pick work ,jumper work decomposed conglomerate saturated soil soft and hard rock upto all leads lifts 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 in to plinth sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads lifts and as per directions of the Engineer-incharge
Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone agg.40mm nominal size)and curing complete excluding the cost of form work in foundation & plinth including all leads lifts and carriage of material and as per the directions of Engineer-in-charge.
Providing and laying cement concrete work 1:1-1/2:3 (1cement:1-1/2 sand: 3 gradeds stone agg. 20mm nominal size & curing complete) excluding cost of form work and reinforcement for RCC work including all leads lifts complete and carriage of material etc. as per directions of Engineer incharge.
a) Foundation and plinth
b) Wall (any thickness but not less then 0.10thick) attached pillasters, buttress and the like.
Providing form work with steel sheets 3.15mm thick welded with angle iron 30x30x5 mm so as to give rough finish i/c centring shuttering structing and propping etc. with wooden bettens & Ballies, height or propping & centering below supporting floor to ceiling not exceeding 4 mtr.and removal of the same for insitu RCC work and PCC work.including all leads lifts and carriage of material at site & as per direction of Engineer incharge in:-
a)Flat surfaces such as sofits and suspended floors, roofs landing and the like floors etc. up to 200 mm in thickness.
b) Vertical surface such as wall (any thickness. Partition and the like i/c attached plasters, buttress , plinth and string course and the like.
Providing and laying cement concrete 1:2:4 (1cement : 2 app. sand : 4app. graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced work in suspended floors, roofs landings shelves and their supports balconies, beams, girders bressumers and cantilevers up to floor two level in all height and depth, including all leads lifts and carriage of material at site and as per directions of the Engineer in charge.
Providing Mild Steel/Tor steel reinforcement for RCC work including bending binding & placing in positing I/c all leads lifts and carriage of material and as per direction of the Engineer-in-charge.
Providing and fixing Cast iron manhole cover of 455x610 mm size C.I.(medium)duty the weight of manhole cover not less than 23 kgs.including all leads lifts and carriage of materials as per direction of the Engineer-in-charge.
Proving and fixing M.S. foot rest of 22mm dia size including embedded in C.C in block 225 mm X 225mmX75mm including all leads and carriage of material at site as per direction of Engineer in Charge
Excavation in drains and channels etc. in earth work in all kinds of soil such as pick work jumper work, blasting work decomposed conglomerate saturated soil soft rock and hard rock including dressing of sides and beds and preparation of sub grade to level or slope including refilling the trenches and disposing of surplus earth up to all leads lifts disposed earth to be leveled and neatly dressed including jungle clearance and as per direction of Engineer in charge.
Laying & Jointing of GMS pipes of various dia in trenches (earth work in trenches to be measured and paid for separately) including all leads lifts and carriage of material at site as per direction of Engineer in charge.
15 mm dia (L)
20 mm dia (L)
25 mm dia (L)
32 mm dia (L)
SOHAN SINGH
Dhanvir Singh
SUNIL THAKUR
rattan singh
munshi ram
Kuldeep Singh
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