Loading…
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹8.0 L+₹86,469 (12.2%)Rejected-Finance | L2 | Rejected-Finance Being Other than L1. | |
| 3 | L3₹8.3 L+₹1.2 L (16.5%)Rejected-Finance | L3 | Rejected-Finance Being Other than L1. | |
| 4 | L4₹14.5 L+₹7.4 L (104.4%)Rejected-Finance 2284 30 BAJRANG NAGAR VFJ ESTATE JABALPUR 482009 | JABALPUR | MADHYA PRADESH | 482009 | L4 | Rejected-Finance Being Other than L1. |
Tender Value
₹9.4 L
EMD Value
₹19,000
Closing Date
8 Oct 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AGE (I) Naya Raipur
AGE (I) Naya Raipur, Military Engineer Services, C/O HQ COSA, Near International Cricket Stadium, Atal Nagar, Raipur (CG) - 492101
As per BOQ
2024_MES_673683_1
8400/396/E8
Open Tender
Civil Works
Item Rate
180 days
AGE (I) Naya Raipur
As per NIT
7 documents required · 7 mandatory
₹500
AGE (I) Naya Raipur
₹19,000
25 Oct 2024
10 Sept 2024
10 Oct 2024
10 Sept 2024
8 Oct 2024
24 Sept 2024
Amount
Excavation over area not exc 1.5 m deep and getting out in soft/loose soil complete all as directed and specified.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as directed and specified.
M & L for Moorum / Red bajri filling in floors or pavings, laid in layers n.exc15 cm thick spread levelled and rammed incl watering etc complete all as directed and specified.
M&L broken stone or boulders Hard core of gauge n. exc 63 mm, deposited, spread, levelled in layers not exc 15 cm thick, watered and well rammed to a true surface complete all as directed and specified.
M & L Plain cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as directed and specified.
M&L Polythene film black 50 micron laid in floor complete all as directed and specified.
M&L for RCC M-25 (Design mix) (using 20mm graded stone aggregate) as in foundation including rafts, footing, foundation beams, plinth beams, bases for columns, etc and mass concrete complete all as directed and specified.
Use and waste of form work to flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work vertical or to batter complete all as specified and as directed
Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide with fair finished surface complete all as specified and as directed.
Returning, filling in of soft/loose soil including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and as directed.
Removing surplus excavated earth (soil) to a distance n. exc 50 m & Depositing where directed at a level n. exc 1.5 m above the starting point complete all as specified and as directed
M & L brick work with sub class B bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 complete all as specified and directed.
M&L for RCC M-25 (Design mix) (using 20mm graded stone aggregate) as in beams, cantilevers, bressumers, lintels over 1.5m span etc. complete all as specified and as directed
Use and waste for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressumers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc complete all as specified and as directed.
Use and waste for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed
M&L for RCCM-25 (Design mix) (using 20mm graded stone aggregate) as in slabs supported on walls etc. complete all as specified and as directed
S&F Mild steel TMT bars 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 0.9 mm dia or securing with clips complete all as specified and as directed
Ditto - all as per above items No 17.00 but 5mm dia and over upto and including 10mm dia in stirrups, spacer and binders complete all as specified and as directed.
M&L for rendering 15mm thick in CM 1:4 on brick or concrete surface, finishing even and smooth without using extra cement but using waqter proofing compound complete all as specified and directed.
Supply only integral water proofing compound complete all as specified and directed.
M&L preparing surface plastered or unplastered on wall with two coats of Cement base paint complete all as specified and directed.
M&L for 100mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as sub base complete all as specified and directed.
M& L for 50mm thick PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in flooring including finishing the top surface even & smooth, with using extra cement complete all as specified.
M& L 100mm thick PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in flooring including finishing the top surface even & smooth, with using extra cement complete all as specified.
S&F 1000 ltr capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I complete all as specified. Note : Water tank shall be ISI marked and minimum three layers.
S&F 20 mm stop valve cast copper alloy chromium plated screwed high pressure with crutch or butter fly handle screwed both ends for iron or union and fixed to 15 mm GI tube complete all as specified and directed by Engineer-in-Charge.
S&F 15mm bore bib tap cast copper alloy chromium plated with crutch or butterfly handle fixed to 15 mm dia GI tube complete all as specified and directed.
S&F for 15mm dia GI tubing medium grade galvanised with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and directed.
S&F 20mm dia GI tubing medium grade galvanised with all fittings and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed.
S&F 25mm dia ball Brass valves, high pressure, with polythene float and fly nut complete, screwed for iron pipes or brass ferrule and fixed as in PVC Service tanks all as directed.
S&F 20mm dia Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed to 20mm dia GI tube complete all as specified and as directed
S&F 25mm dia Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed to 20mm dia GI tube complete all as specified and as directed
S&F PVC(SWR)110mm bore pipes single socketed in any length with rubber ring joints fixed to walls/floor complete all as specified and directed.
S&F PVC (SWR) bend 110mm bore complete all as specified and directed.
M&L for cement concrete in 1:3:6 type C2 (40 mm graded stone agg in )surface channel and drain, complete all as specified and directed.
M&L 25 mm thick PCC 1:2:4 type B0 using 12.5 mm graded stone aggregate as in floors finished even surface complete all as specified and directed.
M&L for forming contraction (dummy) joint 65mm deep X 10mm wide filled with sealing compound Grade 'B', complete all as specified and directed.
M&L for forming construction joints 30 mm deep X 10mm wide filled with sealing compound grade-B complete all as specified and as directed
Total contract sum shall be calculated after deduction of schedule of credit amount of Rs. Nil
rupesh kumar jha (BID ID -3131956)
m/s ramanuj singh and sons (BID ID -3132466)
SHRI KRISHNA CONSTRUCTIONS (BID ID -3110292)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .