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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-AOC | L1 | Accepted-AOC DUE TO L1 | |
| 2 | L2₹12.9 L+₹1.2 L (9.78%)Rejected-AOC | L2 | Rejected-AOC DUE TO L2 | |
| 3 | L3₹14.7 L+₹2.9 L (24.6%)Rejected-AOC | L3 | Rejected-AOC DUE TO L3 |
Tender Value
₹13.1 L
EMD Value
₹26,200
Closing Date
21 Nov 2020, 6:00 pmClosed
CWE YOL CANTT
HQ CWE YOL CANTT
PROVN OF RETAINING WALL IN FRONT OF BK-59 OR LINE AT 33 MTN BDE CAMP MIL STN DHARAMSALA
2020_MES_363729_5
CWE/Y-80/2020-21
Open Tender
Civil Works
Works
180 days
DHARAMSALA
AS PER NIT
8 documents required · 8 mandatory
₹500
AGE (I) DHARAMSALA
₹26,200
22 Dec 2020
7 Nov 2020
23 Nov 2020
7 Nov 2020
21 Nov 2020
7 Nov 2020
Amount
Rough excavation not exceeding 1.5 m deep and getting out in any type of soil complete all as specified and directed.
Excavation over areas not exceeding 1.50 metre deep and getting out in any type of soil complete all as specified and directed.
Returning filling in including spreading leveling, watering and well ramming in layers n. exc 25cm, all as specified.
Removal of excavated material to be distance n.exc 50 metres and depositing where directed at a level n.exc 1.5 metres high from the starting point, all as specified.
Hand packing (any thickness) broken stone or boulders at back of walls over arches etc. and raising (or lowering) to the required level, all as specified.
Plain cement concrete, M-5, nominal mix, D-2, using 40mm graded mechanically crushed stone aggregate as in foundation, filling and mass concrete, as in sub base layer under floors, all as specified and directed.
PVC (SWR) pipes, 110mm dia, fixed to retaining wall as in weep hole, complete all as specified & directed.
Stone walling of squared rubble with best quality locally available harder stone such as granite, trap or basalt, brought upto courses, well bonded, bedded, solidly hearted and built in cement mortar 1:6, complete all as specified & directed.
Precast cement concrete M-10, nominal mix, type C-1, using 20mm graded crushed stone aggregate as in anchorage blocks, bonders (for stone walling) etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:6 complete with joints to match, complete all as specified.
Extra over stone walling of granite, trap or basalt stone for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n exc 40mm, complete all as specified & directed.
Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4, complete all as specified.
PCC M-15, nominal mix, type B-1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.
M/S NILIMA ENTERPRISES
KISHAN CONTRACTOR
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