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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.6 LAccepted-AOC | L1 | Accepted-AOC The letter of Acceptance of tender | |
| 2 | L2₹30.8 L+₹2.7 L (9.64%)Rejected-Finance CITY SURVEY NO 111 15 9 VIJAYA NAGAR KALEWADI PUNE 411 017 | PUNE | MAHARASHTRA | 411017 | L2 | Rejected-Finance Not the lowest e-tenderer | |
| 3 | L3₹34.5 L+₹6.5 L (23.0%)Rejected-Finance AGE B R WEST DEHU ROAD | BEED | MAHARASHTRA | 413207 | L3 | Rejected-Finance Not the lowest e-tenderer |
Tender Value
₹41.2 L
EMD Value
₹82,500
Closing Date
29 Jul 2022, 6:00 pmClosed
Shri T Rajasekharam,IDSE
HQ Commander Works Engineer (Army) 24 Assaye Building, Colaba Mumbai-400 005
SPECIAL REPAIRS OF FOOTPATH WITH CHEQUERED TILES FROM ARMY SCHOOL TO BDE MAIN GATE SPECIAL REPAIRS TO ROAD FOOTPATH TRAFFIC POINT NEAR SBI BANK STN HQ AT DEHU ROAD UNDER GE DEHU ROAD
2022_MES_533623_1
84062/DR/E8
Open Tender
Civil Works
Item Rate
120 days
Garrison Engineer Dehu Road Pune
Please ref tender documents
7 documents required · 7 mandatory
₹500
Garrison Engineer Dehu Road
₹82,500
12 Dec 2022
25 Jun 2022
30 Jul 2022
25 Jun 2022
29 Jul 2022
9 Jul 2022
25 Jun 2022 - 15 Jul 2022
Amount
Demolition of brick work built in cement mortar including all arches, pillars all quoins etc and removing debries out side MOD land complete all as specified and directed.
Demolition of stone slabs and tiles of any description or thickness in floors/dado etc laid bedded and pointed in any mortar and removing out side MOD land after credit for the same is recovered by dept complete all as specified and directed.
Demolition of un-reinforced Cement Concrete of any description and in any position not otherwise specifically provided for and removing debries out side MOD land complete all as specified and directed.
M & L for hardcore of gauge n exc 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by engr-in-charge.
M & L for 100 mm thick Cement concrete type D2, 1:4:8 (using 40 mm graded granite stone aggregate) in sub base of flooring/ hard standing /footpath
M & L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as specified and directed by Engr-in-Charge Note- For measurement refer Preamble 3.6 of MES Schedule Part II
M & L for Pre - cast cement concrete 1:3:6 type C-1, (20mm graded stone aggregate) block masonary with solid blocks built in cement mortar 1:6
Ditto Item No 7 Above but except Block masonery
M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces & finished even and smooth in cement mortar 1:6, complete all as specified
M & L Chequered Cement Concrete Tiles 30 CM x 30 CM X 25 mm thk, set and jointed in cement slurry and pointed in neat grey cement & pigment in floors over screed bed 15 mm thk in CM 1:6 complete all as specified. Make- 1 M/S Mehatab Tiles, Indore 2 National Tiles 3 Bharat Tiles and Engg Coy, Bangalore 4 Modern Tiles and Marbles Bangalore 5 M/s NITCO, Mumbai 6 Ultra 7 Duracrete
M & L for white washing three coats on walls incl preparation of newly plastered surfaces complete all as specified and directed by Engr In Charge.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and exceding 50mm and in exc 100mm deep
M & L for soling (sub base) 150 mm, spread thickness with broken boulders or quarried stones of granite, trap or basalt, hand packed tightly, interstices filled, surface formed and rolled and consolidated with power roller 8 to 12 tonne to required gradient complete all as specified and as directed by Engr-in-Charge.
M & L for WBM 15 cm thick ( 7.5 cm thick in each layer)(compacted thickness) with coarse stone aggregate of Grading 2 (63 to 40 mm size ) spread & rolled with 8 to 10 Tonne power roller, rolled & consolidated to required gradient & camber all as specified and as directed
All as per item No 14 above but except material
M & L for preparing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer (paving bitumen) at the rate of 10 Kg per 10 Sqm.
M & L for bituminous macadam not exceeding 75 mm thick (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and directed. Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined as per IRC 27: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 45 per kg.
M & L for preparing unsurfaced Black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer (paving bitumen) at the rate of 5 Kg per 10 Sqm.
Applying evenly a priming/tack coat of VG-10 grade paving bitumen with bituminous primer at 2.5 Kg per 10 Sqm on BM surfaces
M & L for bituminious premix dense asphaltic concrete 30 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG 30 grade) @ 5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and directed. Note :- (i) Bituminous premix dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 45 per kg.
M & L for moorum filling in berms of road laid in layers spread levelled and rammed including watering and well ramming with power road roller of spread thickness 100 mm complete all as specified and directed by Engr-in-Charge Note- For measurement refer Preamble 3.6 of MES Schedule Part II
M & L for preparation of exisiting bituminous road/concrete surface and paving road aline dashes (continiously/interupted) arrow,letter 2.5± 0.5mm thick and not exc 10cm wide with one coat of hot applied white/golden/yellow thermoplastic road marking paint with reflectory glass beads on bituminous road all as specified in clause 803.40 of MOSRT&H specification over a coat of self primer using machine complete all as speified and directed.
S & F road safety convex mirror made up of polycarbonate relective and body made of ABS/Fibber/Plastic of size 100cm dia including MS pipe 40mm dia of 2.4M length duly powder coated embeded in PCC 1:2:4 of size 45cm x 45cm x 45 cm and excavation earth work all as specified and as directed by Engr-in-charge Make : Gogiya plastic,Cat No: RSCM-100/equivalent of Tata/3M "
M & L for 40 mm thick PCC (1:2:4) type B-0 using 12.5 mm graded stone agg in floor finishes complete all as specified and as directed by engr-in-charge.
M & L for Non skid ceramic coloured tiles 7 to 8 mm thick (Square or Rectangular) area of each tile exc. 0.18 Sqm but not exc. 0.38 sqm, as in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface of tile including 15mm thick Screed bed or bedding layer in CM 1:6 for laying floor finishes complete all as specified and directed.
All as per item No 25 above but on skirtings incl 10 mm th rendering in CM (1:4) complete. Make for Item No. 25 & 26: M/s H R Johnson/M/s Orient Bell Tiles/M/s Kajaria/M/s Somany Tiles Ltd/M/s Nitco tiles/M/s Swastik Tiles
Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided for and removing debries out side MOD land complete all as specified and directed.
M & L for providing reinforced cement concrete 1:2:4 Nominal Mix using 20 mm graded stone aggregate as beams , cantilevers, bressummers , lintel over 1.5 mtr span complete all as specified and directed. (Note :- Reinforcement shall be measured and paid separately under respective item)
M & L formwork to side and soffits of floor or roof beam beam hauching, girder bressummers ,lintels cantilivers shelves including supports overhangs etc. also splays between floor and beams stc. For fair finished surfaces complete all as specified and as directed.
M & L for TMT bar 10mm dia and over, cut to length bend to shape required and binding with mild steel wire annealed not less than 0.9mm dia. complete all as specified and as directed by engr-in-charge.
M & L for TMT bar 6mm to 8mm dia as in stirrups, cut to length, bend to shape required and binding with mild steel wire annealed not less than 0.9mm dia. complete all as specified and as directed by engr-in-charge.
Dismantling wall & ceiling boards (fibre, pulp, insulation etc.) any thickness, including cover fillets, framework and removing out side MOD land after credit for the same is recovered by dept complete all as specified and directed.
S & F Anodised aluminium snap grid (605mm x 605mm) frame work with Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long and including necessary bolts, nuts and washers for false ceiling including 9mm thick Acoustical board/tiles for insulation and accoustic purposes complete all as specified and directed by Engineer in charge. Make- Everest/Armstrong
Dismantling plain or corrugated steel sheeting any gauge, thickness, including Naintal or similar pattern roof coverings and removing out side MOD land after credit for the same is recovered by dept complete all as specified and directed.
Dismantling MS works of any desc. not otherwise provided for and removing out side MOD land after credit for the same is recovered by dept complete all as specified and directed.
S & F Rolled mild steel Fe-410-W(Gde- E-250) quality-B Roof trusses (framed) ,trussed, purlings, crane gantries, rails and fasenings and heavy bracket framing (Beam , tee, angle ) channel or flat sections ) including distance pieces , cleats and removing out side MOD land after credit for the same is recovered by dept complete all as specified and directed.
S & F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified Make- (i) TATA (ii) JSW (iii) ESSAR (iv) HINDALCO (v) INDALCO (vi) ASSOCIATED PROFILES AND ALUMINIUM LT
S & F for .63mm Plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 as specified
M & L plain cement concrete 1:4:8 type C-2 using 40 mm graded stone aggregate complete all as specified.
M & L 75 mm thick plain cement concrete 1:4:8 type C-2 using 40 mm graded stone aggregate as in the sub base of floor complete all as specified.
M/S RENUKA CONSTRUCTIONS
Ridhi Constructions
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