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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | L1 | Accepted-AOC VALID | |
| 2 | L2₹10.4 L+₹56,000 (5.68%)Rejected-Finance NEW ABADI KISHANPURA SURATGARH 335804 DISTT SRIGANGANGAR RAJ | GANGANAGAR | RAJASTHAN | 335804 | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹10.6 L+₹76,705 (7.78%)Rejected-Finance 3 107 HOUSING BOARD SRI GANGANAGAR PIN 335001 RAJ | GANGANAGAR | RAJASTHAN | 335001 | L3 | Rejected-Finance NOT BEING LOWEST | |
| 4 | L4₹10.8 L+₹92,425.40 (9.38%)Rejected-Finance R G BARUAH ROAD NEAR SHIV MANDIR GUWAHATI AIRPORT GUWAHATI 781015 | KAMRUP METRO | ASSAM | 781015 | L4 | Rejected-Finance NOT BEING LOWEST | |
| 5 | L5₹11.3 L+₹1.5 L (15.1%)Rejected-Finance | L5 | Rejected-Finance NOT BEING LOWEST |
Tender Value
Refer Docs
EMD Value
₹30,000
Closing Date
25 Aug 2022, 6:00 pmClosed
Lt Col Priyesh Srivastava
GE (AF) SURATGARH
REPAIR TO DRAIN CULVERT AND DRAIN CLEANING IN OMQ AND OTM ACCN IN ZONE C MARU VIHAR AT AF STATION SURATGARH
2022_MES_541467_1
8976/E8
Open Tender
Civil Works
Item Rate
180 days
GE (AF) SURATGARH
AS PER TENDER DOCUMENTS
10 documents required · 10 mandatory
₹500
GE (AF) SURATGARH
₹30,000
Yes
25 Oct 2022
28 Jul 2022
27 Aug 2022
28 Jul 2022
25 Aug 2022
11 Aug 2022
Amount
BOQ (REPAIR TO DRAIN CULVERT AND DRAIN CLEANING IN OMQ AND OTM ACCN IN ZONE C MARU VIHAR AT AF STATION SURATGARH)
Demolition of Brickwork or stone/boulders masonry built in cement mortar complete all as specified and as directed by the Engr-in-Charge
Demolition of Bricks (laid flat or on edge ) or brick tiles in floors ,channels , kerbs,etc (easy layer) laid dry and pointed complete all as specified and as directed by the Engr-in-Charge
M&L Brickwork with subclass ‘B’ bricks, straight or curved on plan exc. 6mtr mean radius built in CM 1:4, complete all as specified and directed by Engr-in-Charge.
M&L for brickwork with sub class ‘B’ bricks, straight or curved on plan exc. 6mtr mean radius built in CM 1:4 (except bricks), complete all as specified and directed by Engr-in-Charge. (Note:- Serviceable bricks obtained from Item No 1.00 shall be used.)
M&L for sub class B bricks, laid on edge in floors; old size bricks bedded and jointed in cement mortar 1:6 and pointed in cement mortar 1:3 as in flooring laid to herring-bone pattern or diagonally including necessary surface dressing, complete all as specified and directed by Engr-in-Charge.
Demolition of cement concrete (un-reinforced ) of any description in ground floors and paving not exceeding 15 cm thick (below or above the ground level), complete all as specified and directed.
M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation and mass concrete complete all as specified specified and directed.
M&L for PCC 1:3:6 type C-2 (using 40 mm graded stone aggregates)cement concrete in surface channels and drains complete all as specified and directed.
M&L for Flush pointing to brick wall/ drain in cement mortar 1:3 incl racking out joints, complete all as specified and directed by Engr-in-Charge.
M&L PCC 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) as in coping, benching etc, complete all as specified and directed by Engr-in-Charge.
Taking down cement plaster on Brick or concrete surfaces incl racking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer in Charge.
M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces and finished even and smooth without using extra complete all as specified and directed by Engineer in Charge.
Excavating of silt and liquid mud etc in foul condition in existing open drain (depth of the drain exc 0.5M and n exc 3.0M) including taking out and removal of excavated material to a distance exc 1.5 KM and n.exc 5 KM and deposited where directed, complete all as specified and directed by Engr-in-Charge.
Cleaning of debris, garbage material, deposited soil, uprooting of plant from drain and cleaning the drain upto 1.5M depth & removal of debris /garbage material to distance exc 1.5 KM and n.exc 5.00 KM, complete all as specified and directed by Engr-in-Charge.
Cleaning of debris, garbage material, deposited soil, uprooting of plant from culvert drain pipe upto dia 1.5M depth & removal of debris /garbage material to distance exc 1.5 KM and n.exc 5.00 KM complete all as specified and as directed.
M&L for machine pressed precast concrete interlocking paver block any shape or size conforming to IS 15658-2006 of 60mm thickness M-35 grade with grey cement and no pigment laid over 25mm thick sand layer including dismantling of old U/s paver block, complete all as specified and directed. Note:- Sand will be measured and paid separately.
M&L for sand filling under floors 25mm thick tibba sand cushioning and filling the joints upto full depth with fine tibba sand, complete all as specified and directed by Engr-in-Charge.
Demolition of RCC of any description in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition), complete all as specified and directed by Engr-in-Charge.
M&L for providing reinforced cement concrete type B-1 1 :2: 4 (using 20mm graded stone agg) as in slabs supported on walls, beams and column in floors balconies,canopies, deck slabs and the shelves and the like, complete all as specified and directed by Engr-in-Charge.
Use and waste of formwork to soffits of suspended slabs such as roof slab, floor slab, landing and similar work n.exc 200mm thick (Horizontal or sloping) flat in fair finished surfaces of concrete, complete all as specified and directed by Engr-in-Charge.
Use and waste of form work to edge of concrete flats, breaks in floors, opening in concrete walls,floors and roofs n.exc 20cm wide and side of RCC/PCC bands in walls and similar works exc 10cm but n exc 20cm thick, complete all as specified and directed by Engr-in-Charge.
S&F mild steel TMT bars 10mm dia and over , cut to length, bent to shape required, including cranking bending spirally hooping for columns and binding with mild steel (annealed) wire not less than 0.90mm dia, complete all as specified and directed by Engr-in-Charge.
S&F mild steel TMT bars 6 to 8mm dia , cut to length, bent to shape required, including cranking bending spirally hooping for columns, and binding with mild steel (annealed) wire not less than 0.90mm dia, complete all as specified and directed by Engr-in-Charge.
Excavating in trenches n.exc. 1.5m wide and n.exc. 1.5m in depth for foundation etc n.exc. 10Sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil, complete all as specified and directed by Engr-in-Charge.
Removing of excavated material or soil n.exc 50m and depositing where directed at a level n.exc. 1.5m above the starting point, complete all as specified and directed by Engr-in-Charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm thick of soft/loose soil, complete all as specified and directed by Engr-in-Charge.
Contract Amount shall be derived after deducting the amount of Schedule of Credit in General Summary on serial page No 17 tender documents.
M/s JUGAL KISHORE MISHRA AND SONS
SHILPI CONSTRUCTION COMPANY
M/S VISHNU ENTERPRISES
MISHRA CONSTRUCTION COMPANY
Aggarwal brothers and company
DIKSHA ENTERPRISES
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