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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 LAccepted-AOC | ₹19.6 L | L1 | Accepted-AOC BEING LOWEST BIDDER |
| 2 | L2₹20.7 L+₹1.1 L (5.52%)Rejected-Finance SHAMSHU COMPLEX FORT ROAD LEH LADAKH 194101 | LEH | LEH | LADAKH | 194101 | ₹20.7 L+₹1.1 L (5.52%) | L2 | Rejected-Finance OTHER THAN LOWEST |
| 3 | L3₹20.8 L+₹1.1 L (5.75%)Rejected-Finance | ₹20.8 L+₹1.1 L (5.75%) | L3 | Rejected-Finance OTHER THAN LOWEST |
| 4 | L4₹22.0 L+₹2.4 L (12.2%)Rejected-Finance | ₹22.0 L+₹2.4 L (12.2%) | L4 | Rejected-Finance OTHER THAN LOWEST |
| 5 | L5₹22.2 L+₹2.5 L (13.0%)Rejected-Finance | ₹22.2 L+₹2.5 L (13.0%) | L5 | Rejected-Finance OTHER THAN LOWEST |
Tender Value
₹24.3 L
EMD Value
₹48,600
Closing Date
25 Nov 2022, 6:00 pmClosed
GE 865 EWS
GE 865 EWS, PIN-913 865 C/o 56 APO
PROVN OF HARD STANDING AT FIRE AND FURY CSD CANTEEN PARKING AREA UNDER GE 865 EWS AT LEH
2022_MES_559849_1
865/EWS(NIT-83)/2022-23
Open Tender
Civil Works
Item Rate
270 days
GE 865 EWS
As per tender documents and as per policy in vogue
9 documents required · 9 mandatory
₹500
GE 865 EWS
₹48,600
Yes
23 Dec 2022
26 Oct 2022
3 Dec 2022
26 Oct 2022
25 Nov 2022
10 Nov 2022
Amount
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/ dense soil , including spreading and levelling in layers n exc 25 cm thick complete all as specified and directed by Engr-in-Charge.
Removal of excavated material (soil) to a distance exc 500 m but not exc 1.5 Km and depositing where directed at a level n.exc 1.5m above the starting point complete all as specifed and as directed by Engineer-in-Charge.
M&L for hard core of broken granite stone or boulders of gauge n.exc 63 mm deposited, spread and level in layers n. exc. 15 cm thick watered and rammed to true surface complete all as specified and directed by Engr-in-Charge.
M&L for 100 mm PCC 1:4:8, type D-2 using 20mm graded crushed granite stone aggregate as in sub base of floor of hard standing/road complete all as specified by Engr-in-Charge.
M&L for 100 mm thick PCC 1:2:4 type B-1 using 20 mm graded granite stone aggregate as in floors, hardstanding, concrete roads, laid in panells, including making of brooming impression complete all as psecified and as directed by Engr-in-Charge.
M&L forming contraction (Dummy) joints 35 mm deep x 10 mm wide for hardstanding , filled with sealing compound Grade 'B' in plinth protection or hardstanding complete all as specified and directed by Engr-in-Charge.
M&L for forming 20 mm thick expansion joint filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, grade 'B' as in 100mm thick salb complete all as specified and directed by Engr-in-Charge.
M&L for painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow complete all as specified and as directed by Engr-in-Charge.
M&L for pre-cast factory made kerb stone of M-25 grade cement as in stone edging and position to the required line, level and curvature, jointed with cement mortar 1:3 including making joints with or without grooves incluidng making drainage opening wherever required complete all as specified and directed by Engr-in-Charge.
M/S INDUS HIMALAYAN EXPLORERS
Rampal Singh Contractor
PARIDHI CONSTRUCTION
HIMANSHU TRADERS
SATISH KUMAR AND SONS
Mehar Enterprises
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