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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.7 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹60.1 L+₹1.4 L (2.35%)Rejected-AOC COLONEL BHAWAN VILL PO JAIHARIKHAL VIA LANSDOWNE DIST PAURI GARHWAL UK PIN 246193 | LANSDOWNE | PAURI GARHWAL | UTTARAKHAND | 246193 | L2 | Rejected-AOC NOT LOWEST | |
| 3 | L3₹61.8 L+₹3.1 L (5.31%)Rejected-AOC GANDHI CHOWK LANSDOWNE DISTT PAURI GARHWAL PIN 246155 | PAURI GARHWAL | UTTARAKHAND | 246155 | L3 | Rejected-AOC NOT LOWEST | |
| 4 | L4₹63.9 L+₹5.2 L (8.82%)Rejected-AOC | L4 | Rejected-AOC NOT LOWEST | |
| 5 | L5₹71.5 L+₹12.8 L (21.8%)Rejected-AOC 199 79 SADAR BAZAR LANSDOWNE TAHSIL LANSDOWNE | L5 | Rejected-AOC NOT LOWEST |
Tender Value
₹75 L
EMD Value
₹1.3 L
Closing Date
18 Dec 2021, 6:00 pmClosed
CWE(HILLS) DEHRADUN
Headquarters Commander Works Engineers (Hills) Military Engineer Services, Mall Road, Dehradun Cantt
RECONSTRUCTION AND RESTORATION OF RETAINING WALL AT MILLATRTY STATION LANSDOWNE
2021_MES_489216_1
87091/LDN/E8
Open Tender
Civil Works
Item Rate
120 days
AGE(I) Lansdowne
Class C cat a i
6 documents required · 6 mandatory
₹1,000
Yes
AGE(I) Lansdowne
₹1.3 L
Yes
30 Dec 2021
18 Nov 2021
20 Dec 2021
18 Nov 2021
18 Dec 2021
2 Dec 2021
18 Nov 2021 - 23 Nov 2021
Amount
Excavation over area not exceeding 1.50 meter depth and getting out in soft/distingrated rock complete all as specified and directed.
Excavation over area exceeding 1.50 meter depth not exceeding 3.0 meter depth and getting out in soft/distingrated rock complete all as specified and directed.
Returning filling in, including spreading, levelling, watering and well ramming in layers not exc 25 Cm thick in hard/dense soil complete all as specified and directed.
Removing excavated material(soil) exc 250 m but nexc 500 mtr and depositing where directed at a level n. exc 1.50 above the starting point complete all as specified and directed.
M&L Plain Cement concrete Type D-2, 1:4:8 (using 40mm graded stone aggregate), as in foundation, filling and mass concrete complete all as specified and directed.
M & L for walling of random rubble, stone masonary, uncoursed well bounded, bedded and and solidly hearted, built in cement mortar 1:6 including forming weep holes complete all as specified & directed.
M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in copings, kneelers, apex stones, bed plates, kerbs not provided water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and as directed.
M&L Providing precast cement concrete (1:3 :6 ) C-1 using 20mm graded crushed stone agg as in bond stone in lieu of stone bond set in cement mortar , bed plates parapets kneelers including 1:6 complete all as specified and directed.
Extra over stone walling for hammer dressing to faces of stone and dressing of faced beds and joints as specified for random rubble masonry uncoursed or brought upto coursed against dressed surface not exc 40mm complete all as specified and directed.
M&L for raised pointing to random rubble or polygonal rubble masonry uncoursed or brought upto course in cement mortar 1:4 complete all as specified and directed.
M&L for stone boulder filling dry,hanpacking tightlyetc 150 mmbut nexc 300 mm laid dry,hand packing tightly as in wire crate, vertically bounds or on sloping face complete all as specified and as directed.
S&F PVC ( SWR ) waste pipe of 110 mm dia bore in any length ( ISI Marked) ,single socketed with rubber ring joints fixed to walls w complete all as specified and directed.
DHSGroup
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M/s Candid Mask Networks Pvt Ltd
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