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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.9 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER FOR THE WORK | |
| 2 | L2₹30.0 L+₹86,094.50 (2.95%)Rejected-AOC | L2 | Rejected-AOC OTHER THAN THE LOWEST BIDDER | |
| 3 | L3₹30.8 L+₹1.6 L (5.57%)Rejected-AOC | L3 | Rejected-AOC OTHER THAN THE LOWEST BIDDER | |
| 4 | L4₹31.1 L+₹2.0 L (6.76%)Rejected-AOC | L4 | Rejected-AOC OTHER THAN THE LOWEST BIDDER | |
| 5 | L5₹31.4 L+₹2.3 L (7.78%)Rejected-AOC | L5 | Rejected-AOC OTHER THAN THE LOWEST BIDDER |
Tender Value
Refer Docs
EMD Value
₹69,760
Closing Date
25 Nov 2020, 6:00 pmClosed
CWE BHOPAL
HQ CWE BHOPAL, SI LINES, BHOPAL, PIN-462001
SPL REAPIR TO SEWAGE LINE FROM BLOCK NO DM -263,268 TO MAIN ROAD CULVERT AND 3 X 300 USER RCC SEPTIC TANK AT DRONACHAL BASE BHOPAL
2020_MES_354323_2
83539
Open Tender
Civil Works
Item Rate
180 days
BHOPAL
AS PER NIT CONDITIONS
4 documents required · 4 mandatory
₹500
GE Dronachal
₹69,760
Yes
24 Dec 2020
6 Nov 2020
27 Nov 2020
6 Nov 2020
25 Nov 2020
13 Nov 2020
Amount
Demolition of brick work or stone / boulder masonry built in cement mortar including all quoins, arches, pillars etc. but excluding ashlar facings, dressed stone work and precast concrete articles.
Demolition and breaking up 75/110/150/200/300 mm bore drain pipes, soil , waste and pipes etc (RCC/ SWG/CI etc) of any description in trenches or floors, including connections and fittings.
Demolition of cement concrete in floors any description including floor finishes all as specified and directed.
Excavation over areas n.exc 1.5m deep and getting out in soft/loose soil for foundation complete all as specified.
Excavation over areas exc 1.50m but n.exc 3m deep and getting out in soft/loose soil for foundation complete all as specified.
Removing excavated material soil nexc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified.
Excavating in trenchs, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out soft/loose soil.
Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed in hard dense soil.
M&L for sand cushning including watering and consolidation all as specified and directed
M&L for PCC (1:4:8) type D-2 (Using 40 mm graded crushed stone aggregate) as in foundation filling & mass concrete.
M&L for RCC M-25 design mix ( Using 20 mm graded crushed stone aggregate ) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like.
Use and waste of formwork to soffits of suspended slabs such as roof slabs ,floor slabs ,landing and similar work not exc 200mm thick (Horizontal or sloping) to rough finish surface of concrete flat.
M&L for RCC M-25 design mix ( Using 20 mm graded crushed stone aggregate ) as in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses.
Use and waste of formwork to sides of concrete foundation ,footing, base of column ,raft beams , sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter to rough finish surface of concrete flat.
Use and waste of formwork to Formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc vertical or to better complete all as specified and directed
M&L for TMT mild steel bars 10 mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mmdia or securing with clips.
M&L for Reinforcement 8mm dia TMT bars cut to length, bent to shape required and binding with MS wire not less than 0.9 mm dia in roof slab complete all as specified and directed.
S&F salt glazed stoneware pipe grade 'A' laid in trenches and jointed in CM (1:1) including testing all as specified & directed for the following bores :-
M&L for 300 mm dia reinforced concrete pipes class NP-2 laid and jointed complete with spigot as directed by engineer in charge. Make: Everest, Himalaya, Poona concrete product, Indian hume pipe / Shapers Pipe Industries, Bhopal.
M&L for concrete bed of PCC (1:4:8) type D-2 (Using 40 mm graded crushed stone aggregate) for drain pipes bedding & haunching against the sides complete after pipes are laid, jointed and tested complete as specified.
M&L for precast RCC (1:2:4) type B-1 (Using 20 mm graded crushed stone aggregate) as in cover slab for manhole set in CM (1:4) etc with plane faces complete all as specified and directed by Engineer-in-Charge.
M&L for brick work with sub class ‘B’ modular bricks straight or curved o plan exc 6m mean radius built in CM (1:4) all as specified and directed.
M&L for PCC (1:2:4) type B-1 (Using 20 mm graded crushed stone aggregate) as in coping for manhole including slightly rounded or chamfered angles and including necessary form work finishing exposed surface.
M&L for PCC type B-1 ( 1:2:4 )( Using 20 mm graded crushed stone aggregate ) in drains and surface channels and finishing complete all as specified and directed by Engineer-in-Charge.
M&L for 15 mm thick plaster in CM (1:4) on brick walls or concrete surface or any description and in any position and finished the surface even and smooth with using extra cement all as specified
S&F cast iron soil wast sand cast and vent pipes 100 mm in any length with or without ears with cement joints fixed to wall.
S&F 80mm dia cast iron Cone cap cowl
M&L for approved earth filling in floor or pavings, laid in layers not exceeding 15 cm thick spread, levelled and rammed including watering complete all as specified and directed.
Note for all items: All items shall be executed as specified and directed by Engr-in-charge.
Vee kay construction
SATHI ENTERPRISES
CREATIVE CONSTRUCTION
M/S RAKESH TRADERS
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