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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC VILL POST SHIASO TEH POOH DISTT KINNAUR PIN 172110 HP | SHIASO | KINNAUR | HIMACHAL PRADESH | 172110 | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹9.8 L+₹69,412.50 (7.61%)Rejected-Finance H NO 24 BEHIND GURUDWARA JUTOGH CANTT SHIMLA HP 171008 | SHIMLA | HIMACHAL PRADESH | 171008 | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹10.8 L+₹1.7 L (18.4%)Rejected-Finance | L3 | Rejected-Finance NOT BEING LOWEST |
Tender Value
₹13.5 L
EMD Value
₹27,000
Closing Date
24 Oct 2020, 6:00 pmClosed
GE 863 EWS
GE 863 EWS C/o 56 APO
PROVN OF RETAINING WALL AT REAR SIDE OF BLDG NO T-272, T-306 AND T-367 OF 104 (I) FD WKSP COY AT POOH IN THE AREA OF AGE B/R-I POOH UNDER GE 863 EWS.
2020_MES_369577_1
GE863/EWS-T-39 OF 2020-21
Open Tender
Civil Works
Item Rate
270 days
POOH
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE 863 EWS
₹27,000
Yes
3 Dec 2020
1 Sept 2020
27 Oct 2020
1 Sept 2020
24 Oct 2020
30 Sept 2020
Amount
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/Dense soil complete all as specified and directed.
M & L for Cement concrete type D-2 1:4:8 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed.
M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.
M & L for providing precast cement concrete Type C1 1:3:6 using 20mm graded stone aggregate and set in cement mortar 1:6 as bond stone complete all as specified and directed.
S & F 110mm dia PVC (SWR) pipe single socketed, in any length in retaining wall as spout pipe all as specified and directed.
M & L for providing cement concrete Type C1 1:3:6 using 20mm graded stone aggregate including necessary formwork as in coping complete all as specified and directed.
M & L for Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:3 complete all as specified and directed.
Returning filling in including speading, leveling, watering and well ramming in layers not exc 25 cm in soils complete all as specified and directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed.
M/S J.S.ENTERPRISES
Kusan Enterprises
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