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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.7 LAccepted-AOC ALPHA HOUSE PLOT NO 29 AGP P10 ASHWIN SECTOR NEW CIDCO NASIK 422 009 | NASHIK | MAHARASHTRA | 422009 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹28.3 L+₹2.4 L (9.10%)Rejected-Finance | L2 | Rejected-Finance Not lowest | |
| 3 | L3₹28.7 L+₹2.7 L (10.6%)Rejected-Finance FLAT NO 02 RUTUPARNA APARTMENT PLOT NO 36 S NO 324 2A NEAR G D SAWANT COLLEGE PATHARDI NASIK 422 010 | NASHIK | MAHARASHTRA | 422010 | L3 | Rejected-Finance Not lowest | |
| 4 | L4₹30.7 L+₹4.7 L (18.2%)Rejected-Finance | L4 | Rejected-Finance Not lowest | |
| 5 | L5₹30.8 L+₹4.8 L (18.6%)Rejected-Finance | L5 | Rejected-Finance Not lowest |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
18 Apr 2024, 6:00 pmClosed
Garrison Engineer Nasik Road
Garrison Engineer Nasik Road AOP Complex Near AOP Gate PO Gandhinagar Nasik 422006
As per Tender Documents
2024_MES_647431_1
GE/NRC/8643/E8
Open Tender
Civil Works
Item Rate
270 days
Garrison Engineer Nasik Road
As per NIT
7 documents required · 7 mandatory
₹500
Garrison Engineer Nasik Road
₹98,000
Yes
10 Jul 2024
21 Mar 2024
20 Apr 2024
21 Mar 2024
18 Apr 2024
4 Apr 2024
Amount
Excavation in trenches not exc 1.5m in width and not exc 1.5 in depth for foundation and getting out in any type soil including pipe lines
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in soil.
Removing excavated materials to a distance not exceeding 50 Mtr and depositing where directed at a level not exceeding 1.5 Mtr above the starting point
Demolition of RCC in cover slab.
Demolition of brick work built in cement mortar (including coping).
Demolition of breaking up 300mm dia drain pipes of RCC or salt glazed ware set in CM.
All as per Item No.6.00 Above but 200mm dia.
All as per Item No.6.00 Above but 150mm dia
Demolition of Cement Concrete of any description in ground floor & paving n.exc. 15 cm thick(below or above ground level)
Taking down cement plaster of any description on brick or stone walls or concrete surfaces etc. incl raking out joints, hacking for key scrubbing down with water etc
M&L for cement concrete type C-2 1:3:6 ( 40 mm graded aggregate) as in foundation, filling and mass concrete.
M&L for PCC 1:2:4 type B2 as in surface channels and drains & benching of manholes and finishing even and smooth with out using extra cement.
M&L for plain cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) as in coping
M&L for pre-cast cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in manhole cover slabs set in cm 1:6 all s specified & directed
M&L for mild steel TMT bars 8mm dia cut to length bent to shape required and binding with ms wire anealed not less than 0.9mm dia, complete all as spacified and directed.
M&L for brick work with fly ash brick straight or curved on plan exc. 6 mtr mean radius, built in CM 1:6 with old size bricks.
All as per Item No. 16.00 above but except material.
S&F reinforced concrete pipe, class NP2 laid and jointed complete with collers 300mm bore of pipe.
All as per item No 18.00 above but 200 mm bore of pipes.
All as per item No 18.00 above but 150 mm bore of pipes.
M&L for rendering 10mm thick in on fair faces of brick work or concrete surfaces in cement mortar(1:4) finishing even and smooth without using extra cement complete all as specifed and directed
Taking down 100/75 mm dia CI/PVC and cast soil, waste and vent pipes, in any length with or without ears etc in any position
S&F in repairs of 75 mm dia PVC(SWR) pipes single socketed,in any length with rubber ring joints fixed to walls and making good
All as per item No. 23.00 above but 110 mm dia
S&F in repairs of 75 mm dia PVC(SWR) bends of any radius and making good
All as per item No 25.00 above but 110 mm dia
S&F for PVC(SWR) vent cowl 110 mm dia
Cleaning of manholes of any size taking out sludge , effluent ,sand,, grit, ash, rags, fibre and string material etc complete and disposed as directed by Engr in-Charge
Cleaning of existing sewage line of any dia by roding including removal of sludge and taking out sewage water where required and finally flushing with clean water & The length will be measured from the first manhole to last blocked manhole including manhole in between.
M&L for concrete bed to drain pipe including packing under, and haunching against the sides of the pipe after they are laid and tested in cement concrete 1:4:8 type D2 for 150 mm dia pipe
M&L for concrete bed to drain pipe including packing under, and haunching against the sides of the pipe after they are laid and tested in cement concrete 1:4:8 type D2 for 200 mm dia pipe
M&L for concrete bed to drain pipe including packing under, and haunching against the sides of the pipe after they are laid and tested in cement concrete 1:4:8 type D2 for 300 mm dia pipe
Dismantlling of stone masonry, built in cement mortar including all quoins, arches, pillars etc.
M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, brought up to course built in cement mortar 1:6
All as per item No. 34.00 above but except stone.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.20 mm as specified to trap or granite stones , of random rubble walling, uncoursed or brought upto courses
M&L for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms moulds, mitred/stopped ends etc complete all as specified.
M&L for raised pointing to random rubble masonry uncourded or brought upto courses in CM 1:4.
Dismantling of stone slabs & tiles of any description or thickness (except ceramic tiles) in floors, aprons etc laid bedded & pointed in any mortar complete all as specified and directed.
M&L for 75mm thick cement concrete type D-2, 1:4:8 (using 40mm graded stone aggregate) in sub base of flooring/hard standing.
M&L for rubber moulded machine pressed precast interlocking paver block with gray cement any shape and size confirming to IS 15658-2006 of 60mm thickness, M-25 grade laid on 30mm thick stone dust cushioning laid dry to the profile complete all as specified and directed.
NOTE : - AMOUNT OF SCHEDULE OF CREDIT RS. 27,012.00 WILL BE DEDUCTED FROM TOTAL AMOUNT OF BOQ.
M/S MK Nair
Abhiraj Enterprises
M/S R.K.S. CONSTRUCTION
GILL BROTHERS CONSTRUCTION
Vinod Enterprises
M R ENTERPRISES
M/S SVOJAS ELECTROMECH ENTERPRISES
Bidder Name
Alpha Construction
M/S MK Nair
Vinod Enterprises
M/S R.K.S. CONSTRUCTION
Abhiraj Enterprises
M/S SVOJAS ELECTROMECH ENTERPRISES
M R ENTERPRISES
GILL BROTHERS CONSTRUCTION
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