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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAccepted-AOC 33 JAGGI GARDEN NARAINGARH ROAD AMBALA CITY 134003 | AMBALA | HARYANA | 134003 | L1 | Accepted-AOC AOC | |
| 2 | L2₹24.8 L+₹44,082 (1.81%)Rejected-Finance | L2 | Rejected-Finance Rejected being | |
| 3 | L3₹25.9 L+₹1.6 L (6.49%)Rejected-Finance | L3 | Rejected-Finance Rejected being | |
| 4 | L4₹26.4 L+₹2.1 L (8.58%)Rejected-Finance 2 B KRISHNA NAGAR AMBALA CANTT | AMBALA | HARYANA | 133001 | L4 | Rejected-Finance Rejected being | |
| 5 | L5₹30.4 L+₹6.0 L (24.9%)Rejected-Finance 231 JAGGI GARDEN BALDEV NAGAR AMBALA CITY HARYANA 134003 | AMBALA CITY | AMBALA | HARYANA | 134003 | L5 | Rejected-Finance Rejected being |
Tender Value
₹21 L
EMD Value
₹42,000
Closing Date
2 Jul 2020, 6:00 pmClosed
GE (NORTH) AMBALA CANTT
GE (NORTH) AMBALA CANTT
CA NO GE(N)AMB-23(P)/2020-21 REPAIRS TO FENCING, COMPOUND WALL , HARDSTANDING , DRAIN AND OTHER ALLIED WORKS IN MD ACCN AREA -IV , V AND VI AND OTHER AREAS OF AGE B/R-I OF GE(NORTH) AMBALA CANTT
2020_MES_338809_1
GE(N)Amb-23(P)/2020-21
Open Tender
Civil Works
Item Rate
182 days
GE (NORTH) AMBALA CANTT
As Per Tender Document
7 documents required · 7 mandatory
₹500
GE (NORTH) AMBALA CANTT
₹42,000
Yes
21 Jul 2020
4 Jun 2020
6 Jul 2020
4 Jun 2020
2 Jul 2020
19 Jun 2020
5 Jun 2020 - 19 Jun 2020
Amount
Demolition of Cement concrete (Unreinforced) of any description in ground floors and pavings n exe 15 cm thickness (below or above ground level) complete all as specified and as directed by the Engineer-in-Charge.
M&L for coloured Machine pressed precast conceret interlocking paver block 80mm thickrubber moulded any shape and size over 25 mm thick sand layer conforming to IS 15658-2006 of 80 mm thickness grade M-40 with grey cement and pigments complete all as specified and as directed by the Engineer-in-Charge. NTC/NITCO/SURYA KIRAN/ A-ONE INDUSTRY
M&L for colourd Machine pressed precast concetet interlocking paver block 60mm thickrubber moulded any shape and size over 25 mm thick sand layer conforming to IS 15658-2006 of 60 mm thickness grade M-35 with grey cement and pigments complete all as specified and as directed by the Engineer-in-Charge. NTC/NITCO/SURYA KIRAN/ A-ONE INDUSTRY
M & L for PCC 1:4:8 Type D2 40mm graded aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.
M & L for hardcore of broken stone or boulders gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and remmed to a true surface, complete all as specified and as directed by the Engineer-in-Charge.
M&L for PCC 1:2:4 using 20 mm graded crushed stone aggregate as in coping, benching /paving complete all as specified and as directed by the Engineer-in-Charge.
M&L for 10 mm thick vitrified paver tiles of size 300x300 mm including a layer of 20 mm thick layer of screed bed in cement mortar 1:4 as in foot Path /Hardstanding/paving complete all as specified and as directed by the Engineer-in-Charge.
Demolition of Brickwork built in cement mortar including all quioins, arches, pillars etc complete all as specified and as directed by the Engineer-in-Charge.
M & L Brickwork with subclass B Bricks built in cement mortar in cement mortar 1:4 curved on plan exc 6 m mean radius, complete all as specified and as directed by the Engineer-in-Charge.
M & L Brickwork with subclass B Bricks built in cement mortar in cement mortar 1:4 curved on plan exc 6 m mean radius ( Except Bricks ) old Bricks retretrived vide item 10, complete all as specified and as directed by the Engineer-in-Charge.
M & L for taking down cement of cement lime plaster of any description on brick or stone walls etc including ranking out joints hacking for key scrubbing down with water etc complete all as specified and as directed by the Engineer-in-Charge
M & L for providing PCC 1:2:4 type B1 using 20mm graded aggregate louvres and jallies, 25mm thick (measured solid), including all mouldings but excluding frame (precast frame shall be measured separately) set in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.
M & L for mild steel TMT bars of 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by the Engineer-in-Charge
M&L for rough cast plastering including 15 mm thick rendering in cement plaster 1 :3 complete as specified in SSR Part-I clause 14.22 as given .Note : Rough cast finish : After applying under coat of cement mortar 1:3 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg. which is generally of size between 6 to 12 mm depending on texture required mixed with coarse sand and cement in the ratio 1:1 shall be applied, complete all as specified and as directed by the Engineer-in-Charge.
M&L 15 mm thick cement plaster on fair faces of bricks or concrete walls in CM 1:4 finished even and smooth with out using extra cement on brick work or concrete surfaces with out using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Complete removing to existing surfaces of walls, pillars cornices etc by removing of old treated surfaces of wall by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying two coat of cement base paint on the walls pillars, cornices etc. complete all as specified and as directed by the Engineer-in-Charge.
Complete removing to existing surfaces of walls, pillars cornices etc by removing of old treated surfaces of wall by brooming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying two coat of exterior emulsion paint ( Apex paint ) on the walls pillars, cornices etc. complete all as specified and as directed by the Engineer-in-Charge.
S & F for 2mm thick fibre glass reinforced translucent corrugated sheeting with two corrugation side lap fixed with coach screw and washer in roof, wall etc. complete all as specified and as directed by the Engineer-in-Charge
S&F for Mild steel Framed work as in ornamental gates of angle or other section with gusset plate , rails , braces, etc complete drilled for fixing of sheeting or other covering., to be prepared hanging or sliding with and including either hooks and hinges or steel hanging door fitting for chowkets and hanging also fastening confirming to F-410W GDe-250 A complete all as specified and as directed by the Engineer-in-Charge.
M&L for 6-7 mm thick mm thick Black colour glazed tiles of size exc 0.10 sqm but not exc 0.18 sqm including a layer of 10 mm thick layer of screed bed in cement mortar 1:4 as in wall ? Gate pillars complete all as specified and as directed by the Engineer-in-Charge.
Prepation of new surfaces of steel any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.
Prepation of old surfaces of steel any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.
M&L for reinforcement cement concrete Type B1 (1:2:4) using 20 mm graded crushed stone aggregate as in slab supported on walls , beams ,column,culverts , Manhole cover slabs similar type RCC works incuding demolition of existing Rcc works complete all as specified and as directed by the Engineer-in-Charge.
M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge
Preparation of newly plastered or un-plastered surfaces on walls ,chajjas , roof projection , cornices etc. and applying two coats of cement based paint (white or tinted) , over a coat of primer complete all as specified and as directed by the Engineer-in-Charge.
Demolition, Cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by the Engineer-in-Charge.
M & L for PCC 1:3:6 Type C2 using 40 mm graded aggregate in surface channels and drains complete all as specified and as directed by the Engineer-in-Charge.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc, complete all as specified and as directed by the Engineer-in-Charge.
M & L for concrete bed to drain pipes of 300mm bore, including packing under and completely surrounding pipes with concrete after they are laid and tested in cement concrete 1:3:6 type C-2 complete all as specified and as directed by the Engineer-in-Charge
Supply only 300mm bore reinforced concrete pipes, class NP 2 with one collar per length of pipe complete all as specified and as directed by the Engineer-in-Charge
M & L for brickwork with sub class 'B' bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge
M & L for flush pointing to blrickwork in half brick thick wall as in drains as the wrok proceed in Cement mortar 1.4 complete all as specified and as directed by the Engineer-in-Charge
bhagwandasswazirchand
Swami Enterprises
Puneet Sharma
Bairagi Builders
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