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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.9 LAccepted-AOC | L1 | Accepted-AOC 1st Lowest and reasonable | |
| 2 | L2₹39.1 L+₹19,908.69 (0.51%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹41.5 L+₹2.6 L (6.72%)Rejected-Finance | L3 | Rejected-Finance 3rd Lowest | |
| 4 | L4₹42.6 L+₹3.7 L (9.48%)Rejected-Finance | L4 | Rejected-Finance 4th Lowest | |
| 5 | L5₹44.5 L+₹5.6 L (14.4%)Rejected-Finance 498 GANNAUGHT ROAD MHOW MP PIN 453441 | MHOW | INDORE | MP | 453441 | L5 | Rejected-Finance 5th Lowest |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
15 Feb 2024, 6:00 pmClosed
CWE Mhow
HQ CWE Mhow Cantt Mhow 453441
PROVN OF 3M WIDE CEMENT CONCRETE ROAD APPROX 520M FOR PATROLLING WALL FROM JC SINGLE ACCN TO HC MD ACCN INSIDE ARMY WAR COLLEGE UNDER GE AWC MHOW
2024_MES_637420_1
CWE/MHOW/20 (T) of 2023-24
Open Tender
Civil Works
Item Rate
180 days
HQ CWE Mhow
Please refer tender documents
8 documents required · 8 mandatory
₹500
GE AWC Mhow
₹86,000
28 Mar 2024
13 Jan 2024
17 Feb 2024
13 Jan 2024
15 Feb 2024
2 Feb 2024
Amount
M&L earthwork in excavation by meachanical means (hydraulic excavator) means over aread (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) in all kind of soil including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engineer-in-Charge complete.
M&L Moorum (or) Red bajri filling in pavings laid in layers not exc 15 cm thick, spread, levelled and rammed including watering.
Rolling over formation surface by 8-12 ton power roller (static and vibratory) in cutting surface to achieve field compaction at least to 98% of modified proctor density of existing soil as directed.
Moorum/Red bajri fillings in floors or pavings laid in layers n exc 15cm thick of quarried stone, interstices filled, surfaces formed and rolled and consolidated to required gradient and camber 150mm thick GSB in two layers of 75mm each (compacted thickness) complete all as specified and directed.
M&L PCC 1:3:6 type C2 using 40mm graded agreegate 100mm thick as in sub base/ Sub floor/ paving complete all as specified and directed.
M&L for pavement quality concrete (PQC) of minimum 28 days field flexural strength of 45KG/sqcm or 4.5 Mpa aggregate gradation as per table 3 of IRC 15-2017 coarse aggregate of clean, hard strong, dense non porous and durable pieces of crushed stone or gravel fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular, virgin synthetic fibre of 12-18mm length, specific gravity 1.34 to 1.39, uv stable, alkali resistant with equivalent dia 15-40 micron, minimum melting temperature as 240 degree celcius and min tensile strength of 300Mpa and at a rate as specified by the manudacture PQC laid dpread and compactedd with slip from paver of min 7.5m width including curing and tining by texturing cum curing machine complete all as specified and directed required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC 15-2017 complete all as specified and directed.
Finishing the surface of concrete roads and pavements by belting complete all as specified and directed.
Forming contraction joints 65mm deep X 10mm wide filled with sealing compound grade A complete all as specified and directed.
M&L Forming 12mm thick Expansion joints filled with pre formed bituminous filler and for 30mm primed and sealed with sealing compound Grade 'A' Concrete thickness 200mm complete all as specified and directed.
M&L polythene film black 50 micron laid floors and pavings as specified complete all as specified and directed.
Use and waste of form work to sides of concrete for rough finished flat surfaces of concete complete all as specified and directed.
S&F TMT bars 10 mm dia and over, cut to length, bent to shape as required incl cracking bending spirally for hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia, complete all as specified and as directed.
Excavation in trenches in any type of soil, n. exc. 1.5m wide and n. exc. 1.5m deep and getting out for laying of cables/pipes etc including forming bottom surfaces to the required level/slope complete all as specified and directed.
Excavation in trenches exc 1.5m wide but exc 1.5m and n exc 3.0m deep for foundation of poles strut/stays etc n exc 10 sqm on plan and getting out in any type of soil all as specified and directed.
Returning , filling including spreading levelling , watering and well ramming in layers n.exc 25 cm thick any type of soil complete all as specified and directed.
Removal of surplus excavated soil to a distance n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above starting point complete all as specified and directed.
Material and labour for approved river sand cushioning for under ground cable in trenches 8 cm before laying and 15 cm after laying of cable and punned thickness of sand shall be measured and paid for 18 cm only after punned/consolidated thickness complete all as specified and directed.
M&L for cement concrete1:4:8 type D2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed.
M&L cement concrete 1:3:6 type C2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed
M&L for cement concrete 1:2:4 type B1 using 20mm graded stone aggregate in coping & the like etc. including weathering slightly rounded/chamfered angle with & including necessary use & waste of form wk for fair finished surfaces complete all as specified and directed.
Supply and laying galvanised iron pipe 'light Grade' 50 mm in trenches , under floors, roads, along poles for protection of cables with all necessary fittings, including sealing ends complete all as specified and directed .
Supply, laying or fixing, jointing and testing LT under ground electric power cable. Crossed linked polyethylene (XLPE Cable ) insulated, galvanised steel strip or wire armoured, ISI -7098 Marked. With aluminium conductor multi stranded , heavy duty 1100 Volts grade of size 10 Sqmm 4.00 core complete all as specified.
M&L for laying un-reinforced precast concrete cable cover, class LV type 1, flat size 250mm x 150mm x 40mm for cable protection of laid flat width wise all as specified and directed.
Supply and Fixing steel tublar swaged poles complete with cast iron base plate, 410-SP-31, as per sample of length 9M duly painted, finial taper plug,bolts, nuts,& screws complete all as specified and directed.
Supply and fixing bracket for street light fittingmade out of GI pipe light grade 40 mm dia, 2' x 1-1/2' 135 degree bend with duly aluminium painted,cutting, welding and two MS bracket with nut bolts and washer bracing to pole/on fencing for street light complete all as specified and directed.
Supply, Installing, Testing and commissioning of lED Street light fitting with a normal system 5300 lumen output of lumens, minimum system efficacy of 115 Im/W and total power consumption not exceeding 45 W (including driver). The luminairs shall have a arated system lifetime of 50000 burning hours at L70B50. The Luminaire should have a colour temperature of 5700-6500 K and CRI > 80. The Luminers shall meet IP66/IK07 or IK08 rating with THD<10% and PF> 0.95. The luminaire housing should made of pressure die cast aluminium and the integrated lumininaire optics shall have a high efficiency diffuser with more than 85% transmittance. The fitting should have an internal SPD of minimum 4 KV. The driver should have phase to phase protection for 8 hours. The luminaire should have a NABL approved LM79 report, LM80 report from the lED manufacture is a must along with biological report. Luminaire and the driver shall been BIS certified seperately and shall posses sperate 'R' numbers Fitting should include nut bolt and SS screws for suitably fixing on the existing solar street light pole complete all specified and directed. Note:- The street light should have a minimum 05 years warranty submitted by the tenderer from manufacture.
Supplying and fixing in replacement of PVC junction box of size 200mmX160mmX98mm, includig connector block, two holes for incoming and outgoing cables, providing cable glands double compression as per requirement, providing DIN rail for mounting 6 Amp MCB and clamps made out of MS Flat iron 25X4mm, MS hexagonal bolts, nuts and washers for arrangements to pole/ surfaces complete all as specified and directed.
M&L for rigid non-metallic PVC FRLS conduct heavy duty of size 20 mm external dia, exclusive of boxes (junction/ terminal) but inclusive of all tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couples, ock nuts, saddles, pipe hooks etc, to be fixed along the pole complete all as specified and directed.
S&F weather proof elastomer sheathed flat twin core Copper wire cable of size 1.5 sqmm for connection of street light, complete all as specified and directed.
Goyal Construction
Bharadwaj Builders
SATHI ENTERPRISES
M/S GARG CONSTRUCTION
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