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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 LAccepted-AOC | L1 | Accepted-AOC Due to L1 bidder | |
| 2 | L2₹24.7 L+₹1.3 L (5.51%)Rejected-Finance H NO 12 ADRASH SAINIK ENCLAVE HISAR CANTT HARYANA | HISAR | HISAR | HARYANA | 125006 | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹24.9 L+₹1.5 L (6.32%)Rejected-Finance 182 INDRA COLONY VILL DAMODARPURA POST TODABHATA TEA BASSI BASSI JAIPUR JAIPUR RAJASTHAN 303301 | JAIPUR | RAJASTHAN | 303301 | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹26.4 L+₹3.0 L (12.9%)Rejected-Finance SHOP NO 48 KHARAR ALIPUR ALIPUR HISAR HARYANA 125044 | HISAR | HISAR | HARYANA | 125044 | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹27.1 L+₹3.6 L (15.6%)Rejected-Finance | L5 | Rejected-Finance Being L5 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
17 Feb 2024, 6:00 pmClosed
GE(W)
GE (W) HISAR HISAR MIL STN
GE W/HSR-50/2023-24 REPAIR OF AREA DRAINAGE HARD STANDING FOTPATH OF OFFR MD ACCN OTM AREA OF ZONE A AT HISAR MIL STN UNDER GE W HISA
2024_MES_638154_1
GE (W)/HSR-50/2023-24
Open Tender
Civil Works
Item Rate
270 days
HISAR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE (W) HISAR
₹98,000
Yes
GE (W) HISAR
20 Mar 2024
19 Jan 2024
19 Feb 2024
19 Jan 2024
17 Feb 2024
10 Feb 2024
20 Jan 2024 - 27 Jan 2024
27 Jan 2024
Amount
Demoliton of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removing debries out of md land complete all as specified and directed.
M & L for Brick work with burnt Brick of sub class 'B' bricks old size, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed.
M & L for Brick work of burnt Brick of sub class 'B' brick old size, straight or curved on plan to any in half brick thick walls , built in cement mortar 1:4 complete all as specified and directed.
M&L brickwork with burnt Brick of sub class 'B' bricks with sub class 'B' old size brick laid on edges in floor in drain bedded and jointed in cement and sand mortar (1:6) and all complete all as specified and directed.
M&L Flush pointing to brick walls/floors, surface channels, drains, roofs etc in cement mortar 1: 3 finished even and smooth complete all as specified and directed.
M&L Racking out joints/ Pointing to brick work in wall or bricks on edge in floors, surface channels, drains, roofs etc and pointing to brick walls in cement mortar 1: 3 finished even and smooth complete all as specified and directed.
M&L rendering 15 mm thick on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) in cement plaster 1:4 complete all as specified and directed.
M & L for Plain Cement concrete Type B 0 1:2:4 (12.5mm graded stone aggregate) as in, copings, bed to drain and mass concrete commplete including demolition of existing concrete work complete all as specified and directed.
M & L for cleaning drain of any size (Wide) and any depth including removing of all sludge, mud, foreign material, sand, ashes, fibre, silt, grease, night soil etc and removing the taken out sludge /material out side of MD land by any means/source complete all as specified and directed.
M&L Pre cast RCC 1:2:4 using 20 mm graded crushed stone aggregate as in cover slab set in CM and placing 1:4 including demolition of existing cement concrete complete all as specified and directed. Note : Reinforcement steel shall be measured & paid separately.
M&L mild steel TMT bars in Reinforcement 6mm and above dia and over cut to length, benyt to shape required including cranking, bending spirally for hooping for column ,hooking ends and binding with and ibcluding mild steel wire (annealed )mot less than 0.9 mm dia complete all as specified and directed.
Supply and fixed in repairs 60 mm thick machine pressed precast interlocking coloured (min 2 shades) paver block of any size and shape confirming to IS 15658-2006 of Grade M-35 placed over and including 25mm thick sand cushioning including filling the joints with coarse sand & including dismantling of existing tiles complete all as specified and directed.
Supply and fixed in repairs 80 mm thick machine pressed precast interlocking coloured (min 2 shades )paver block of any size and shape confirming to IS 15658-2006 of Grade M-35 placed over and including 25mm thick sand cushioning including filling the joints with coarse sand & including dismantling of existing tiles complete all as specified and directed.
M&L Chequered cement concrete tiles 30 cm X30 cm X 25 mm thick over 15 mm thick bedding of CM 1:6 in floors, set, jointed and pointed in neat cement slurry with gray cement and pigment and including demolition of tiles complete all as specified and directed.
M&L for 40 mm thick PCC 1:3:6 type B1 as in flooring and including demolition existing PCC complete all as specified and directed.
M&L for 300x300x10mm non-skid coloured ceramic exterior grade tile in floor set & jointed in cement slurry over 15mm thick cement screed 1:4 and including demolition of exiting tiles complete all as specified and directed.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including demolition of old kerb stone complete all as specified and directed.
M&L filling moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering ramming and compacting complete all as specified and directed.
M&L for hardcore of gauge n exc. 63 mm of broken stone or boulders, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
S&F 150 mm dia(6") reinforced concrete pipes,class NP2 with one collar per length of pipe and laid in trenches or in floors including clearing of site as per site requirement complete all as specified and directed.
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft loose soil complete all as specified and directed.
M & L of preparation of new surfaces of concrete kerb stone over 10 cm girth or width, and applying two coat of synthetic enamel paint complete all as specified and directed.
M & L of preparation of old painted surfaces of concrete kerb stone over 10 cm girth or width, and applying one coat of synthetic enamel paint complete all as specified and directed.
M&L for machine cut kota stone slab 20-25mm thick in floor / steps laid over and including 20mm thick rendering to receive the stone in cement mortar 1:4 & jointed and includig demolition of kota sotne complete all as specified and directed. Note : Kota stone shall be providedonlt in one piece in steps (Riser/ tred)
Description all as per item No. 24.00 above but kota stone slab 20-25mm thick in riser of steps, skirting , dados and pillar laid over and including 10mm thick rendering to receive the stone in cement mortar 1:3 & jointed and includig demolition of kota sotne complete all as specified and directed. Note : Kota stone shall be providedonlt in one piece in steps (Riser/tred)
virendra constructions
Balaji Construction Co.
M/S SM BUILDER CO
J V BUILDER AND UTILITIES
malik constructions
HANS ENGINEERS
YASHU CONTRACTORS
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