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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.4 CrAccepted-AOC MAIN BAZAR SURANKOTE DISTT POONCH 185121 J K | SURANKOTE | POONCH | J K | 185121 | ₹1.4 Cr | L-1 | Accepted-AOC Lowest and Reasonable |
| 2 | L-2₹1.4 Cr+₹30,290 (0.22%)Rejected-Finance | ₹1.4 Cr+₹30,290 (0.22%) | L-2 | Rejected-Finance Other than Lowest |
| 3 | L-3₹1.5 Cr+₹11.8 L (8.63%)Rejected-Finance | ₹1.5 Cr+₹11.8 L (8.63%) | L-3 | Rejected-Finance Other than Lowest |
| 4 | L-4₹1.6 Cr+₹18.5 L (13.5%)Rejected-Finance | ₹1.6 Cr+₹18.5 L (13.5%) | L-4 | Rejected-Finance Other than Lowest |
| 5 | L-5₹1.7 Cr+₹31.1 L (22.7%)Rejected-Finance | ₹1.7 Cr+₹31.1 L (22.7%) | L-5 | Rejected-Finance Other than Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
25 Jan 2023, 6:00 pmClosed
CWE (AF) Jammu
Headquarters, CWE (AF) Jammu Near Gurdwara Sahib and Mandir Airforce Station Satwari, Jammu Pin 180 003
PROVN OF PCC ROAD AT PEER BARDESHWAR UNDER GE (AF) JAMMU
2022_MES_571138_1
CWEAFJ-16/2022-23
Open Tender
Civil Works
Item Rate
180 days
GE (AF) Jammu
Please refer NIT and Tender Documents
9 documents required · 9 mandatory
₹1,000
GE (AF) Jammu
₹2.2 L
Yes
13 Mar 2023
24 Dec 2022
27 Jan 2023
24 Dec 2022
25 Jan 2023
18 Jan 2023
Amount
Surface Excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard / dense soil, complete all as specified and directed.
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m depth for foundation, etc., and getting out in hard / dense soil complete all as specified and directed.
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m depth for foundation, etc., and getting out in soft / disintegrated rock complete all as specified and directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick any type of soil, complete all as specified and directed.
Removing excavated materials to a distance exceeding 50m but not exceeding 100m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
Hard core of broken stone gauge not exceeding 63mm deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surfaces, complete, all as specified and as directed.
Rolling and consolidating formation surfaces in cutting by using Power Roller exceeding 08 Tonnes but not exceeding 12 Tonnes complete all as specified and as directed.
Plain Cement concrete type C-2, 1:3:6 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.
Precast cement concrete coloured glazed interlocking tiles 100mm thick, M-50 grade, conforming to IS-15658 2006, any shade, colour and pattern laid over and including 40 to 50mm thick stone dust / sand cushioning laid dry to the profile including vibrating with surface vibrator after laying of tiles including budding and filleting joints etc. complete all as specified and directed.
Providing and laying in position to the required line, level and curvature at or near ground level factory made Kerb Stone of M-25 grade cement concrete, jointed with cement mortar 1:3 including making joints with or without grooves (thickness of joints shall not be more than 5mm except at sharp curves) including making drainage opening wherever required complete all as specified and as directed.
Walling of random rubble stone masonry, well bonded, bedded and solidly hearted built in cement mortar 1:6, brought up to courses, complete all as specified and directed. Note : Volume of PCC bond stone as provided in lieu of stone bond stone as per Serial Item No '12' here-in-after shall be deducted from total cumulative quantity of stone masonry.
Pre-cast cement concrete, 1:3:6 type C-1 (using 20mm graded crushed stone aggregates) as in bond stone set in cement mortar 1:6 and finishing exposed surfaces including necessary form work, 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 with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm, complete all as specified & directed.
Raised pointing to squared rubble masonry, coursed or uncoursed in cement mortar 1:4, complete all as specified and as directed.
Plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in cills, lintels upto 1.5 metre clear span, steps, seismic and other similar band, plinth course, string courses, lacing courses, parapets and railing upto 60cm in height, copings, kneelers, apex stone, bed plates, kerbs etc and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form work complete, all as specified and as directed.
PVC (SWR) pipe 110mm bore single socketed in any length as in weep holes complete all as specified and as directed.
Boulder filling dry, hand packed tightly, gauge exceeding 80mm not exceeding 150mm, as in back filling of retaining wall complete all as specified and as directed.
RAJINDRA ENGINEERS & CONTRACTORS
SUNIL KUMAR SANGEET KUMAR AND SONS
M/S KAPIL KUMAR KHATTAR
M/S BHATIA BUILDERS AND CONTRACTORS
mohan lal gupta sons
M/S KEWAL KRISHAN SANJEEV KUMAR VAID
R R CONSTRUCTION
Bidder Name
M/S KIRAN CONSTRUCTIONS
SUNIL KUMAR SANGEET KUMAR AND SONS
M/S KAPIL KUMAR KHATTAR
M/S BHATIA BUILDERS AND CONTRACTORS
mohan lal gupta sons
RAJINDRA ENGINEERS & CONTRACTORS
R R CONSTRUCTION
M/S KEWAL KRISHAN SANJEEV KUMAR VAID
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