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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.0 LAccepted-AOC VILLAGE BALI PO BEHLI TEHSIL NIHRI DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | L1 | Accepted-AOC Least quoted amount | |
| 2 | L2₹48.9 L+₹91,686.61 (1.91%)Rejected-AOC R O VILLAGE DHARA PO GARSA TEHSIL BHUNTAR DISTT KULLU HP | L2 | Rejected-AOC amount is higher than L1 | |
| 3 | L3₹63.9 L+₹15.9 L (33.0%)Rejected-AOC | L3 | Rejected-AOC amount is higher than L1 | |
| 4 | L4₹96.4 L+₹48.4 L (100.8%)Rejected-AOC WARD NO 06 TEHSIL J MUKHI DISTT KANGRA H P | MANDI | HIMACHAL PRADESH | 175013 | L4 | Rejected-AOC amount is higher than L1 | |
| 5 | L5₹1.0 Cr+₹55.5 L (115.5%)Rejected-AOC | L5 | Rejected-AOC amount is higher than L1 |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
24 Sept 2024, 5:00 pmClosed
General Manager C and D
HPPTCL, Himfed Bhawan Shimla-05.
Construction of Random Rubble Masonry Wall and Stone Pitching work at 220/132 kV AIS substation Kangoo under PIU Sarabai, HPPTCL, Distt. Kullu (HP)
2024_HPPTC_93041_1
HPPTCL/ CONTRACTS/ TENDERS/ GMCD/ 2024/ 010
Open Tender
Civil Works
Item Rate
120 days
As per Tender Document
Please refer Tender Document
6 documents required · 6 mandatory
₹5,900
Managing Director HPPTCL
₹1.3 L
11 Dec 2024
12 Sept 2024
25 Sept 2024
12 Sept 2024
24 Sept 2024
12 Sept 2024
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),incIuding dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Providing form work with steel plates 3.15 mm thick weIded with angle iom in frame 30x30x5 mm, so as to give a fair finish including centering ,shuttering ,strutting & propping etc. with wooden battens & ballies in all heights and removal of the same.for insite-reinforced concete & plain concrete work in. Foundation, footings basis of columns etc. and mass concrete, roof slabs, R/walls & Breast walls, columns, shelves, staircase etc.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level: 1:6:12
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level: 1:3:6
Random rubble masonry with hard stone in foundaton and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6
Stone filling behind retaining walls(filler media)
Filling available excavated earth in trenches, plinth, sides of foundation etc. in layer not exceeding 20 cm in depth, consolidating each deposited in layer by ramming and watering lead up to 50 m and lift up to 1.5m.
Dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc.
Dry stone pitching 15 cm thick i/c supply of stone and preparing surface complete.
Providing and laying in position cement concrete of specific grade excluding the cost of centering and shuttering - All work up to plinth level, 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).
VISHWA NATH SHARMA
Pardeed Kumar
durga parasd contruction
Bhawani Enterprises
RAVINDER CHAUHAN
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_137247.pdf
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