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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAccepted-AOC OPP MARUTI SERVICE CENTRE SARACHARMA POST SRI VIJAYA PURAM 744 105 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹22.9 L+₹62,038 (2.78%)Rejected-AOC | L2 | Rejected-AOC BEING L2 |
Tender Value
₹21.9 L
EMD Value
₹43,800
Closing Date
4 Sept 2020, 6:00 pmClosed
GE 871 EWS
GE 871 EWS C/O 56 APO
PROVN OF RETAINING WALL WITH EARTH WORK AT REAR OF BLDG NO T-1 NEAR KHASARA NO 5422 OF 9(I) MTN BDE GP SIG COY AND PROVN OF RETAINING WALL NEAR BLDG NO T-7A AND MT PARK OF 1842 PNR UNIT AT JOSHIMATH UNDER GE 871 EWS
2020_MES_321080_6
8515/E8
Open Tender
Civil Works
Works
180 days
JOSHIMATH
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE 871 EWS
₹43,800
Yes
28 Sept 2020
14 Aug 2020
7 Sept 2020
15 Aug 2020
4 Sept 2020
22 Aug 2020
15 Aug 2020 - 28 Aug 2020
Amount
Rough excavation n. exc.1.5m deep and getting out in hard dense soils all as specified and directed.
Excavation over areas n.exc 1.5m deep and getting out in soft loose soil all as specified & directed.
Excavation over areas n.exc 1.5m deep and getting out in hard dense soil all as specified & directed.
Excavation over areas n.exc 1.5m deep and getting out in soft disintegerated rock all as specified & directed.
Excavation over areas n.exc 1.5m deep and getting out in hard rock for foundation all as specified & directed.
Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm in hard dense soil all as specified & directed.
Removing of excavated soil to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point in soil all as specified and directed
Removing excavated material exc. 1.50 km but n exc.5 km and depositing where directed at a level nexc 1.5 m above the starting point in soil all as specified and directed.
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base in soil all as specified and directed.
M&L PCC 1:4:8 type D2, using 40mm graded stone aggregate as in foundations' filling and mass concrete all as specified and directed.
M&L PCC 1:3:6 type C2, using 40mm graded stone aggregate as in cement concret in foundations' filling and mass concreteall as specified and directed.
M&L PCC 1:3:6 type C1, using 20mm graded stone aggregate as in coping including weathering throating and necessary form work all as specified and directed.
M&L PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in coping including form work all as specified and directed.
M&L hand packing (any thickness) at back of walls with broken stone or boulders and raising (or lowring) to the required level all as specified and directed.
M&L for random rubble uncoursed stone walling well bonded, bedded and solidly hearted built in cement mortar 1:6 all as specified and directed.
M&L walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work all as specified and directed.
M&L pre cast cement concrete bonds using PCC 1:3:6 type C 1 using 20 mm graded stone aggregate in lieu of stone bonder and set in CM 1:6 including necessary form work etc complete all as specified and directed. Note :- (a) This item is applicable for item No 15 & 16 herein before only. (b) No deduction in volumes as well as in rates shall be made for PCC bond incorporated in random rubble masonry.
Extra over stone walling for hammer dressing to face stones and dressing or face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses for lime or sand stone with maximum depression with straight edge held against the dressed surface n exc 40 mm all as specified and directed.
M&L raised pointing to random rubble uncoursed stone masonry in CM 1:4 all as specified and directed.
S&F 75 mm dia PVC (SWR) pipes single socketed in any length fixed in walls and floors or trenches etc.such as in weep holes of retaining wall all as specified and directed
JHURI PRASAD AND SONS
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