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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹30.0 L+₹18,146.80 (0.61%)Rejected-AOC | L2 | Rejected-AOC REJECTED | |
| 3 | L3₹30.0 L+₹21,891 (0.74%)Rejected-AOC | L3 | Rejected-AOC REJECTED | |
| 4 | L4₹32.0 L+₹2.2 L (7.41%)Rejected-AOC | L4 | Rejected-AOC REJECTED | |
| 5 | L5₹32.8 L+₹3.0 L (10.1%)Rejected-AOC | L5 | Rejected-AOC REJECTED |
Tender Value
₹45.0 L
EMD Value
₹90,000
Closing Date
11 May 2022, 6:00 pmClosed
GARRISON ENGINEER SOUTH
GE (SOUTH) UDHAMPUR
PROVN OF COVERED SHED NEAR GATE NO 1 AT HANDANGBROK AND STRENGTHENING OF NALLAH CULVERT AND ALLIED WORK AT UNIT AREA OF PARA SF UNDER GE SOUTH UDHAMPUR
2022_MES_518101_1
GE/S(U)-02/2022-23
Open Tender
Civil Works
Works
240 days
GE (SOUTH) UDHAMPUR
As per Tender documents
9 documents required · 9 mandatory
₹500
Yes
GE (SOUTH) UDHAMPUR
₹90,000
Yes
4 Jun 2022
13 Apr 2022
12 May 2022
13 Apr 2022
11 May 2022
27 Apr 2022
13 Apr 2022 - 23 Apr 2022
Amount
Excavation in over areas, not exc 1.5m deep and getting out hard /dence soil complete all as specified and as directed.
Excavation in over areas, for each additional 1.5m or part thereof in depth beyond the first 1.5m and getting out hard /dence soil complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25cm thick complete all as specified and as directed.
Removing excavated material (soil) exc 250m and depositig where directed at a level n.exc 500m above the starting point complete all as specified and as directed.
Cement concrete (1:4:8) type D2 using 40mm graded crushed stone aggregate as in foundation, filling, sub base and mass concrete complete all as specified and as directed.
RCC M-25 (Design mix) using 20mm graded crushed stone aggregate as foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, basement walls , retaining walls , pilasters and mass concrete complete all as specified and as directed
Formwork to flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed.
TMT bars 10mm 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 0.9mm dia or securing with clips complete all as specified and as directed.
All as per Srl Item No 08 above but 5mm dia and over including 10mm dia in stirrups, spaces and binders etc complete all as specified and as directed.
Brick work with sub class B bricks straight or curved on plan to any radius built in CM 1:6 complete all as specified and as directed.
Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water complete all as specified and as directed.
Rendering 20mm thick in two layer (10+10 mm) on brick work or concrete surfaces in cement mortar 1:4 finished even and fair without using extra cement including mixing integral water proofing compound in the proportion as mentioned in manufacturer's instructions complete all as specified and as directed. (Water proofing compound to be measured and paid for separately).
Supply only liquid water proofing compound complete all as specified and as directed.
Preparation of new plastered surfaces of walls and applying two coats of cement based paint complete all as specified and as directed.
S&F PVC (SWR) pipes 110mm bore as in weep holes complete all as specified and as directed.
Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc complete all as specified and as directed.
Walling of random rubble masonary uncoursed well bonded bedded and solidly hearted built in CM 1:6 incl flush pointing at back side as work proceed complete all as specified and as directed.
All as per Srl Item No 17 above but except stone complete all as specified and as directed.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses including hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.40mm complete all as specified and as directed.
Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:4 complete all as specified and as directed.
100 mm thick PCC 1:4:8 Type D2 using 40 mm graded stone aggregates as in sub base flooring etc complete all as specified and as directed.
Providing 100 mm thick, plain cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in floors laid in separate bays complete all as specified and as directed.
Sand cushioning under floors including watering and consolidation complete all as specified and as directed.
Coloured machine vibro mechenically floated glossy finish interlocking cement paver block,any shape and size confirming to IS 15658-2006 of 60mm thickness,M-35 Grade with,topping of cement mixed with imported pigment,colour and shape shall be approved by Engr-in-Charge ISI Marked complete all as specified and as directed.
Providing cement concrete in steps, seismic and other similar bands, parapets and railings up to 60 cm in hieght, coping, kneelers apex stones , bed plates, kerbs not provided for including weathering, slightly rounded or chamfered angles all as directed, 1:2:4 Mix type B-0 complete all as specified and as directed.
PCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) in surafce channel and drains complete all as specified and as directed.
Boulder pitching grouted with cement and sand mortar 1:6 complete all as specified and as directed.
Boulder filling dry, hand packed tightly, as in wire crate apron bunds (Wire crate measured separately) complete all as specified and as directed.
4mm dia galvanised steel wire, 150x100mm mesh, filled with broken stone boulders as directed to fix at site requirements for earth retaining structures , lapped, wired and laid in position, including closing after filling complete all as specified and as directed. (Note: Cost of boulders shall be paid under respective item of work)
Excavating in post holes (or similar holes) each not exceeding 0.5 Cum getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed.
PCC 1:2:4 type B-2 (Using 40 mm graded crushed stone aggregates) as in a foundations, filling and mass concrete complete all as specified and as specified.
Steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS.1161-1979 grade ST-240 complete all as specified and as directed.
Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.60mm thick crimpted/tapared at the external end slope of any colour having tensile strength 550 Mpa as inroom covering fixed with self tapping screws and caps etc complete all as specified and as directed.
Framed work as indoors or gates of angle or other section with gusset plates, rails, braces etc complete drilled for fixing of steel sheeting or other covering, doors etc to be prepared for hanging or sliding with and including either hooks or hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides and hanging also fastening and fixing complete all as specified and as directed.
MS plates grider or single stanchions, built up of one beam or channel section with flange plates, caps, bases splice, angle brackets, cleats and other connections complete all as specified and as directed.
Mild Steel screw bolt (machine made) 11 to 15 mm dia with hexagonal or square heads at one end and screw the other, or screwed both end to be fitted with washers and one hexagonal or square nut exc 10 cm & not exceeding 15 cm long complete all as specified and as directed.
Preparation of new steel and iron surfaces of any description,over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over one coat of red oxide complete all as specified and as directed.
Precast cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates bonders for stone walling set in cement mortar 1:6 with plain fair faces including chambers weathering etc complete all as specified and as directed.
M/s LAL DAYAL CONSTRUCTION CO
khajuria builders
vmd traders
vijay constrction co
RAJ MOHD
s l sharma and sons
ARNABH ASSOCIATES
joginder singh and sons
MAHAJAN TRADING CO
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