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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr | L1 | Accepted-AOC BEING LOWEST |
| 2 | L2₹2.4 Cr+₹5.2 L (2.22%)Rejected-Finance FLAT NO S 2 SHRI CHINTAMANI S NO 1 1148 MAHAJAN PETH MODEL COLONY SHIVAJI NAGAR PUNE 411016 | PUNE | PUNE | MAHARASHTRA | 411016 | ₹2.4 Cr+₹5.2 L (2.22%) | L2 | Rejected-Finance NOT LOWEST |
| 3 | L3₹2.5 Cr+₹14.5 L (6.17%)Rejected-Finance | ₹2.5 Cr+₹14.5 L (6.17%) | L3 | Rejected-Finance NOT LOWEST |
| 4 | L4₹2.5 Cr+₹20.4 L (8.72%)Rejected-Finance | ₹2.5 Cr+₹20.4 L (8.72%) | L4 | Rejected-Finance NOT LOWEST |
| 5 | L5₹2.8 Cr+₹47.9 L (20.5%)Rejected-Finance BLOCK C 14 GROUND FLOOR PLOT 618 624 BHIVANDIWALA TERRACE JAGANNATH SHANKARSHETH MARG DHOBI TALAO NEAR KALBADEVI POST OFFICE MUMBAI 400002 | MUMBAI | MAHARASHTRA | 400002 | ₹2.8 Cr+₹47.9 L (20.5%) | L5 | Rejected-Finance NOT LOWEST |
| Sl No | Description | Qty | Unit | AGRAWAL ASSOCIATES L5 | M/s KARUNAYAK NAYAK L9 | Samruddhi Construction L7 | Horizon Construction L2 | UNITED ENTERPRISES L4 | M/s M R MAHANA L8 | Suchit constructions L6 | Vinod Enterprises L3 | shubham Enterprises L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Mobilisation of Drilling accessiries and manpower at site and demobilisation the same after completion of the entire work. | 1 | EACH | 5,001 ₹5,001 Lowest | 90,000 ₹90,000 | 50,000 ₹50,000 | 15,257 ₹15,257 | 55,000 ₹55,000 | 10,000 ₹10,000 | 15,300 ₹15,300 | 21,000 ₹21,000 | 51,000 ₹51,000 |
| 2.00 | SOIL INVESTIGATION :
i) Drilling in all types of soil upto hard rock on ground up to depth of 6m.
ii) Testing of soil samples for LL/PL, Bulk density and Dry Density, soil classification etc.
iii) Testing of rock samples compressive strength with sample preparation specific gravity water absorption point load test etc complete.
iv) Providing PVC casing pipe if required for loose soil.
v) Providing wooden boxes for preserving sample.
vi) Providing bore log details with geo investigation report vii)Submission of soil investigation report incorporating type of soil in pressure bulb zone, highest water table, detailed calculation of SBC and recommended SBC at a particular depth considering effect of water tables etc.
viii) Type of foundation recommended, Proposed structure (RCC framed structure)
ix) Three sets of photographs of site during the currency of testing | 3 | EACH | 75,000 ₹2,25,000 | 1,15,000 ₹3,45,000 | 35,000 ₹1,05,000 | 21,000 ₹63,000 Lowest | 55,000 ₹1,65,000 | 70,000 ₹2,10,000 | 45,000 ₹1,35,000 | 51,000 ₹1,53,000 | 1,51,000 ₹4,53,000 |
| 3.00 | Surface excavation n;exc 30 cm deep in soft/loose soil and getting out complete all as specified
and as directed. | 1,000 | SQM | 25 ₹25,000 | 80 ₹80,000 | 75 ₹75,000 | 45 ₹45,000 | 30 ₹30,000 | 60 ₹60,000 | 20 ₹20,000 | 15 ₹15,000 Lowest | 18 ₹18,000 |
| 4.00 | Removing of surplus excavated material to a distance exc 250 mtr but n'exc 500 mtr and
deposited where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed. | 100 | CUM | 75 ₹7,500 | 180 ₹18,000 | 400 ₹40,000 | 75 ₹7,500 | 70 ₹7,000 | 150 ₹15,000 | 207 ₹20,700 | 50 ₹5,000 Lowest | 150 ₹15,000 |
| 5.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and as directed. | 527.32 | CUM | 200 ₹1,05,464 | 280 ₹1,47,649.6 | 250 ₹1,31,830 | 250 ₹1,31,830 | 136 ₹71,715.52 | 200 ₹1,05,464 | 153 ₹80,679.96 | 130 ₹68,551.6 Lowest | 200 ₹1,05,464 |
| 6.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but n exc 3.00 in depth; for foundation,
etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out hard/dense soil complete all as specified and as directed. | 80 | CUM | 400 ₹32,000 | 220 ₹17,600 | 400 ₹32,000 | 400 ₹32,000 | 181 ₹14,480 | 300 ₹24,000 | 306 ₹24,480 | 130 ₹10,400 Lowest | 300 ₹24,000 |
| 7.00 | M and L for cement concrete (1:4:8) type D2 using 40mm graded stone aggregates as in foundation lean concrete complete all as specified and as directed. | 43 | CUM | 3,500 ₹1,50,500 | 4,400 ₹1,89,200 | 5,000 ₹2,15,000 | 2,700 ₹1,16,100 | 2,800 ₹1,20,400 | 3,000 ₹1,29,000 | 6,099 ₹2,62,257 | 2,300 ₹98,900 Lowest | 2,500 ₹1,07,500 |
| 8.00 | M and L for brick work with old size fly ash bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed. | 113 | CUM | 5,300 ₹5,98,900 | 5,800 ₹6,55,400 | 5,500 ₹6,21,500 | 5,400 ₹6,10,200 | 4,700 ₹5,31,100 Lowest | 5,500 ₹6,21,500 | 6,300 ₹7,11,900 | 4,900 ₹5,53,700 | 5,100 ₹5,76,300 |
| 9.00 | M and L for brick work with old size fly ash bricks straight or curved on plan to any radius in half brick thick walls, built in 1:4 complete all as specified and as directed. | 15 | SQM | 1,000 ₹15,000 | 450 ₹6,750 Lowest | 750 ₹11,250 | 550 ₹8,250 | 500 ₹7,500 | 550 ₹8,250 | 666 ₹9,990 | 5,100 ₹76,500 | 800 ₹12,000 |
| 10.00 | M/L For 20 cm thick masanory with AAC block straight or curved in plan exc. 6 m mean radius built in joining Adhesive complete all as specified and as directed. | 500 | CUM | 5,000 ₹25,00,000 | 5,700 ₹28,50,000 | 7,800 ₹39,00,000 | 5,760 ₹28,80,000 | 5,700 ₹28,50,000 | 7,200 ₹36,00,000 | 6,300 ₹31,50,000 | 4,900 ₹24,50,000 Lowest | 5,100 ₹25,50,000 |
Tender Value
₹2.8 Cr
EMD Value
₹3.5 L
Closing Date
5 Sept 2025, 6:00 pmClosed
CWE DEOLALI
HQ CWE DEOLALI, ONSLOW ROAD, DEOLALI (MH) - 422401
AS PER TENDER DOCUMENTS
2025_MES_719101_1
83702/E8
Open Tender
Civil Works
Item Rate
365 days
NASIK
AS PER NIT
7 documents required · 7 mandatory
₹2,000
Yes
GE NASIK ROAD CAMP
₹3.5 L
Yes
14 Oct 2025
23 Jul 2025
12 Sept 2025
23 Jul 2025
5 Sept 2025
29 Aug 2025
24 Jul 2025 - 4 Aug 2025
Amount
Mobilisation of Drilling accessiries and manpower at site and demobilisation the same after completion of the entire work.
SOIL INVESTIGATION : i) Drilling in all types of soil upto hard rock on ground up to depth of 6m. ii) Testing of soil samples for LL/PL, Bulk density and Dry Density, soil classification etc. iii) Testing of rock samples compressive strength with sample preparation specific gravity water absorption point load test etc complete. iv) Providing PVC casing pipe if required for loose soil. v) Providing wooden boxes for preserving sample. vi) Providing bore log details with geo investigation report vii)Submission of soil investigation report incorporating type of soil in pressure bulb zone, highest water table, detailed calculation of SBC and recommended SBC at a particular depth considering effect of water tables etc. viii) Type of foundation recommended, Proposed structure (RCC framed structure) ix) Three sets of photographs of site during the currency of testing
Surface excavation n;exc 30 cm deep in soft/loose soil and getting out complete all as specified and as directed.
Removing of surplus excavated material to a distance exc 250 mtr but n'exc 500 mtr and deposited where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and as directed.
Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but n exc 3.00 in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out hard/dense soil complete all as specified and as directed.
M and L for cement concrete (1:4:8) type D2 using 40mm graded stone aggregates as in foundation lean concrete complete all as specified and as directed.
M and L for brick work with old size fly ash bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed.
M and L for brick work with old size fly ash bricks straight or curved on plan to any radius in half brick thick walls, built in 1:4 complete all as specified and as directed.
M/L For 20 cm thick masanory with AAC block straight or curved in plan exc. 6 m mean radius built in joining Adhesive complete all as specified and as directed.
M/L 10 cm thick AAC Block masanory straight or curved on plan exc 6m mean radious built in joining adhesive complete all as specified and as directed.
S&F Damp proof course 20 mm thick in cm (1:2) mix with integral water proofing compound over a coat of blown bitumen of 1.5 kg per sqm blended with clean sand @ 0.05 cum per sqm.
M&L for Rendering in 10 mm thick Ready Mix Plaster of Make- ACC’s “ACCOPLAST” / CK Birla’s “AEROCON” / Speed Dry Mix’s “ECO PLASTER” / “MAGIC PLAST” / “BUILDWELL on brick work or concrete surfaces etc finished surfaces even and smooth complete all as specifed and directed.
M&L for 5 mm thick Ready Mix Plaster of Make- ACC’s “ACCOPLAST” / CK Birla’s “AEROCON” / Speed Dry Mix’s “ECO PLASTER” / “MAGIC PLAST” / “BUILDWELL in ceiling finished smooth using thin layer of sagol complete all as specifed and directed.
M&L for Rendering in 12mm thick Ready Mix Plaster of Make- ACC’s “ACCOPLAST” / CK Birla’s “AEROCON” / Speed Dry Mix’s “ECO PLASTER” / “MAGIC PLAST” / “BUILDWELL on brick work or concrete surfaces etc finished surfaces even and smooth complete all as specifed and directed.
Returning filling including spreading, levelling, watering and well ramming in layers n.exc 25 cm complete all as specified and as directed.
Removing of surplus excavated material to a distance n.exc 50 mtr and deposited where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed.
Removing of surplus excavated material to a distance upto 250 mtr and deposited where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed.
M and L moorum/red bajri filling in floors or pavings, laid in layers n. exc. 15cm thick, spread, levelled and rammed including watering complete all as specified and as directed.
M and L for hardcore of gauge n.exc 63mm deposited, spread in layers n.exc 15 cm thick,watered and rammed to a true surface complete all as specified and as directed.
M and L for PCC 1:4:8 type D2 using 40mm graded stone aggregates as in 100 mm thick sub base floor finised etc complete all as specified and as directed.
M and L mild steel deformed or twisted TMT bars 10mm dia and over cut to length bend to shape required, including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (anneled) not less than 0.9mm dia or securing with clips quality coinforming to IS complete all as specified and as directed.
M and L mild steel deformed or twisted TMT bars 5mm dia and over upto and including 10mm dia in stirupps,spacers and binders complete all as specified and as directed.
M and L for two coats of oil bound distemper on chalk whitning primer concrete /brick surfaces including preparation of surface with 1.50mm thick layer of wall care putty complete all as specified and as directed.
M and L three coat of white wash on on ceiling including preparation all as specified and as directed.
M&L for preparation of newly plastered surfaces of any description and applying two coats of exterior acrylic weather coat emulsion paint on walls over a coat of water based primer complete all as specified and directed
M and L for reinforced cement concrete design mix M-25 (20 mm graded stone aggregates) for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and as directed.
M and L for reinforced cement concrete design mix M-25 (20 mm graded stone aggregates) for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and as directed.
M and L for reinforced cement concrete design mix M-25 (20 mm graded stone aggregates) for chajjas all as specified and as directed.
M and L for reinforced cement concrete design mix M-25 (20 mm graded stone aggregates) for Beams, cantilevers, bressumm ers, lintels over 1.5m span all as specified and as directed.
M and L for reinforced cement concrete design mix M-25 (20 mm graded stone aggregates) for Columns, pillars, piers, posts and struts all as specified and as directed.
Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping) with rough finished surfaces complete all as specified and as directed.
Use and waste formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs also splays between floors and beams complete all as specified and as directed.
Use and waste formwork to side of concrete foundation,plinth beams,base of column,side of column for rough finishes surfaces of concrete complete all as specified and as directed.
Use and waste formwork to chullah hoods, chajjas, troughs and similar items including edges for rough finishes surfaces of concrete complete all as specified and as directed.
Use and waste of form work to edges of concrete flat horizontal or sloping and similar woprk exc 10 cm but n. exc 20 cm wide for rough finished surfaces complete all as specified and as directed.
Use and waste Formwork to sides of square, rectangular and polygoal pillars, posts, struts, piers, columns and stanchions for rough finish ed surfaces complete all as specified and as directed.
M and L for PCC (1:3:6) type C-2 using 40mm grade stone aggregate as in 75mm thick plinth protection finished even and smooth without using extra cement complete all as specified and as directed.
M and L non skid ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm in floors over 15mm thick cement screed bed in cement mortar 1:6 set and jointed in neet cement slurry and pointed in coloured cement to match the surface complete all as specified and as directed.
M and L glazed coloured ceramic tiles 600x300x7 mm thick as in verticle surfaces etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10 cm thick plaster in cement mortar 1:4 complete all as specified and as directed.
S&F for Factory made single extruded WPC (Wood Polymer composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 65x100 mm double rebate comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. Note: For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made Make : ECHON/Sintex/Rajshree/Navaratan Note : Rate of MS hold fast/Fasteners/SS Dash fastener deemed to be included in quoted rates .
S&F 30 mm thick moulded Prelaminated both side WPC factory made 100% solid door (conforming as per IS-4020) made from 100% lead free single extruded with 2, 4 or 6 raised panel design on the front side with 10 mm deep mould on front side with wood grain texture on front and plain on back side with density not less than 600 Kg/cum. Manufactured by an ISO : 9001-2015 certified company. The door should be water proof, termite proof, fire retardant and having screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50N/ mm2, modulus of elasticity 850N /MM2 and resistance to spread of flame of Class A category with property of being termite/ bore proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S. screws, all as per direction of Engineer-in-Charge. (Note : Stainless steel butt hinges and necessary SS screws shall be paid separately) .
S&F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 all as directed by Engineer-in-charge
M & L for preparation of new steel surfaces exc 10cm width or girth and applying with two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed by Engineer-in-charge.
M & L for preparation of new steel surfaces not exc 10cm width or girth and applying with two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed by Engineer-in-charge.
S&F 100 mm butt hinges,medium weight cold rolled Stainless steel all as specified & directed. approved by Engineer-in-Charge
S&F stainless steel tower bolt 150 mm long complete all as specified and directed approved by Engineer-in-Charge.
S&F 150 mm stainless steel handles pull type complete all as specified and directed approved by Engineer-in-Charge.
S&F stainless steel sliding door bolt 300mm long with hasp & staple (bolt type) and fixing chops of sheet cast or extruded sections and fixing bolts and sliding bolts of extruded sections complete all as specified and directed
S and F rotational moulded three layer polyethylene water storage tank capacity 1000 Ltrs (cylindrical vertical with closed top) hoisted and fixed in position complete all as specified and as directed.
S and F 20mm bore ball brass valves high pressure with polythene float and flynut complete screwed for iron pipe or brass ferrule complete all as specified and as directed.
S and F 20mm bore Gun-metal gate valves with iron wheel head, screwed both ends for iron pipe complete all as specified and as directed.
M and L 20mm bore of pipe cutting existing steel tubing for alterations or addtions (Each cut measured) all as specified and as directed.
S and F of 15mm bore steel tube medium grade galvanised, with all fittings and fixed complete to wall and ceiling or laid in floors complete all as specified and as directed.
S and F of 20mm bore steel tube medium grade galvanised, with all fittings and fixed complete to wall and ceiling or laid in floors complete all as specified and as directed.
S and F of 25mm bore steel tube medium grade galvanised, with all fittings and fixed complete to wall and ceiling or laid in floors complete all as specified and as directed.
S and F bib taps, cast copper alloy 15mm bore, screwed down, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed. (Cat No. Cera QT F2006151 or equivalent in kohlar, grohe and Roca )
S&F 15mm dia brass chromium plated two way bib cock with long flange screwed down for 15 mm dia bore GI Pipe complete all as specified and directed. Make Jaguar Cat Part No: FLR 5041 N or equivalent in kohlar, grohe and Roca .
S & F 15 mm size chromium plated swan neck type Pillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed Make Cera Cat No F2014104 or equivalent in kohlar, grohe and Roca .
S and F stop valves, cast copper alloy 15mm bore, screwed down, high pressure, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed.
S and F vitreous china water closet squating pan Orissa pattern 580 X 440mm white with integral foot rest and P/S trap complete including lime concrete bedding complete all as specified and as directed.(Make Cera Cat No S3010110) or equivalent in kohlar, grohe and Roca .
S and F vitreous china counter type oval shape wash basin, snow white, size 560 X 470x190 mm or equivalent including cutting for and pinning in for bracket and 32mm dia CP waste coupling with wall mount stainless steel chrome finish 450mm bottle trap set with waste outlet pipe and connection to drain pipe complete all as specified and as directed.(Cat No. Cera S2030104_13 or equivalent in kohlar, grohe and Roca .
S & F Vitreous china wash down water closet (pedestal pattern) of size 520x360x390mm , snow white including plastic water closet seat, closed pattern with flat bottom , and cover and mild steel choromium plated or aluminium hinging device complete fixed. (Make Cera Cat No. S1053101 S trap or equivalent in kohlar, grohe and Roca .
S & F CP health faucet ABS body suitable for 15mm bore with 1.00m ss braided flexible connection pipe and wall hook complete all as specified and as directed.
S&F Vitreous China bowl urinal flat back, size of 315X265X440 mm white (minimum),with grating and union for discharge pipe including Flush pipe of polyethylene of high density 32 mm dia complete all as specifed and directed (Make Cera Cat No S4020104 or equivalent in kohlar, grohe and Roca .
S&F CP Urinal spreader male thread for fixing with 15 mm dia pipe suitable for pvc connection complete all as specifed and directed
Supply and fixing PVC valveless, syphonic action type, flushing cistern, low level of 10 ltr capacity, SNOW white with inlet, ball valve, float and handle including brackets the exposed surfaces of brakets shall be painted with two coats of synthetic enamel paint over one coat of primer complete all as specified and as directed. (Make Cera Cat No. B1010109or equivalent
S and F 75mm PVC (SWR) vent cowl all as specified and as directed.
S and F PVC (SWR) floor trap 75mm bore plain with grating including jointing with solvent cement complete all as specified and as directed.
S&F 5mm thick mirrors with fixed with stainless steel bolt & nut and fixed to brick/stone masonry walls built in cement mortor etc complete all as directed.
S&F brass chromium plated SS single towel rail 600mm long Cat Part No. CAN-1111SM of Jaquar or or equivalent in kohlar, grohe and Roca.
S & F PVC Connection 15 mm size with PTMT nuts of length 600 mm complete all as specified and as directed.
S and F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joint and fixing adhessive with all fittings, including all fixed to walls complete all as specified and as directed.
S and F 110mm bore PVC (SWR) pipe single socketed in any length with rubber ring joints laid in trenches or in floors with all fittings complete all as specified and as directed.
S and F 110mm bore PVC (SWR) bends complete all as specified and as directed.
S and F 75mm bore PVC (SWR) bends complete all as specified and as directed.
S and F 75mm bore with access door complete all as specified and as directed.
S and F 110mm bore PVC (SWR) junction single-Tee (equal or unequal) with access door complete all as specified and as directed.
S and F 75mm bore PVC (SWR) junction single-Tee (equal or unequal) with access door complete all as specified and as directed.
S and F 75mm PVC (SWR) coupler
S and F 110 mm PVC (SWR) coupler
S and F 110 mm PVC (SWR) vent cowl
S&F for 110mm bore PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed.
S&F for 75mm bore PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed.
S & F CP soap dish complete all as specified and as directed by Engr-in-Charge. Make Jaquar Code No- AKP -35731 P or equivalent in kohlar, grohe and Roca
M & L machine cut cudappa stone slab 20-25 mm thick in urinal partition and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed.
M&L granite (of any type)work (table rubbed and polished) 20 mm thick in steps,jambs,pillars,cooking platforms and like in cement mortar 1:4 incl pointing in white cement 1:2 using marble dust with admixture of pigment to match the shade of granite
S&F Machine cut kota stone slab 18-20 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete all as specifed and directed
M&L for Kota stone slab 10-15mm thick in riser of steps, skirting, dado and pillar laid over cement screed and jointed with gray cement slurry with pigment to match the shade of the slab including rubbing and polishing with backing coat of 10mm thick in CM (1:4) complete all as specified and directed.
M&L Screed bed or bedding layer of cement mortar 20 mm thick for laying floors finishes in cement mortar 1:6 complete all as specifed and directed
Rounding to edges of stone slabs one edge such as in steps cooking platform and other similar work
S&F powder coated of powder coating 50 micron sliding window, three track shutters with sash bars, locking rails, locking arrangements including necessay joinery cleats, glazing clips, rubber packing, chowkats aluminium snap beading, screws, suitable handle etc with and including sheet glass of 4mm thick black tinted and stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperature 1.40mm, size of side rails, top rails , bottom rail 30x10mm and size of three track chowkat frame 90 x 30mm and thickness of aluminium member shall be 1.40mm thick complete all as specified in MES SSR, Part-I clause 10.37 complete all as specified and as directed.
S&F for powder coated of powder coating 50 micron aluminium ventilator shutters with frame not less than 0.45Kg/Rm, half bottom portion fixed with 4mm thick glass with fixed type shutter and top half portion lower type with 4mm thick frosted glass and outer side fixed with stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperature 1.40mm, shutters aluminium sections weighing 0.45 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, necessary aluminium fittings etc complete all as specified and directed.
Supply only liquid water proofing.
Waterproofing on roof including flashing and junction of parapet, kerb, wall etc. As under (a)M&L for 10mm thick plastering (screeding) in cement mortar 1:3 on concrete roof surfaces finished even and smooth without using extra cement and using Water Proofing Compound. Note : Water Proofing Compound shall be paid seperately. (b) Applying oil based bituminous primer on cleaned and dried surface @ 0.7 kg/sqm. (c) Laying by thermo fusion ( torch applied) 3 mm thick APP based polymeric water proofing membrane weighing not less than 3.6kg/sqm and reinforcement with polyester non woven fabric ( not less than 150 gms/sqm) (d) Painting the exposed APP membrane surface with bituminous aluminium paint @ 0.15kg/sqm (Note: ser no. (a), (b) & (c) shall be of same approved make)
Excavation in post holes (or similar holes) each not exc 0.5m getting out, returning, filling in and ramming earth or broken rubble mixedwith earth around, in layers not exc 25cm,watering and removing surplus soil to a distance nexc 50 m and making good surfaces in soft/loose soil
M&L PCC(1:3:6) type C-2, using 40 mm graded stone aggregate Cement concrete in foundations, filling and mass concrete
S & F pre-painted galvalume aluminium zinc coating AZ-150 GI based corrugated of approved profile steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws as specfied and as directed.
S & F pre-painted galvalume aluminium zinc coating AZ-150 grade GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws as specfied and as directed.
S&F for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240
S&F rolled mild steel Joist, channel, angle, flat sections, fixed independently, without connecting plates, or M S tubular sections etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) grade Fe 290( E-165) all as directed by Engr-in-charge
M&L for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface as per SSR 3.26 part I as specfied and as directed.
M&L for Providing and injecting chemical emulsion for Post Constructional Antitermite Treatment along external wall where the apron is not provided using chemical emulsion at the rate of 7.5 litres per sq.m of the vertical surface of the sub-structure to a depth of 300mm including excavating channel along the wall and rodding etc. complete as per SSR 3.31 part I as specfied and as directed.
M&L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete as per SSR 3.30 part I as specfied and as directed.
Excavating over areas n'exc 1.5m deep in soft/loose soil and getting out.
M and L for PCC 1:3:6 type C2 using 40mm graded stone aggregates as in 75 mm thick sub base floor finised etc complete all as specified and as directed.
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sandcomplete all as specified and as directed.
Demolition of unreinforced concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level
M and L for PCC 1:2:4 type B2 using 40mm graded stone aggregates as in foundation filling and mass concrete etc complete all as specified and as directed.
M&L for rendereing 10 mm thick cement mortar on other than fair faces of Brickwork in CM (1:4) finished even and fair without using extra cement complete all as specified and directed.
Excavating over areas exc 1.5m and n'exc 3.0m deep in soft/loose soil and getting out for soakage well.
M&L for excavation over areas for soakage well exc 1.5 m deep or part thereof in depth beyond first 1.5 m & getting out in har/ dense soil.
M&L Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in cement mortar 1:4 complete all as specified and as directed.
M&L PCC(1:3:6) type C-1, using 20 mm graded stone aggregate in in coping including weathering, slightly rounded or chamfered angles and throating,complete all as specified and as directed.
M&L rendering 10 mm in CM 1:4 and 5 mm thick in 1:4 on brick or concrete surface 5mm thick mixed with water profing compound as per manufacturer's instructions surfaces finished even and smooth without using extra cement complete.
M & L for Providing precast cement concrete Type B 1, 1:2:4 (20 mm graded aggregate) in landind cover, cover slab etc complete all as specified and as directed by Eng-in-charge.
M&L PCC (1:2:4) type B2 as in surface channels and drains & benching of manholes and finishing even and smooth without using extra cement.
M&L reinforced concrete pipe class NP3, laid and joined complete with collars 200mm bore of pipe.
M&L for concrete bed to bed 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 200mm dia pipe.
M&L Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required
Supply and fixing Galvanised Steel water tubing, (ISI Marked) medium grade of 25 mm bore with and including all fittings and fixtures such as GI bends, tee, union etc, in trenches/on wall complete and connecting to water supply pipe line and testing all as specified and as directed by the Engineer-in-Charge.
Supply and fixing Gun metal, globe or gate valves, (ISI marked ) suitable for 25mm dia pipe with iron wheel head screwed both end for iron pipe and fixed for (externally threaded) complete all as specified and directed.
M & L for drilling and tapping existing CI pipe line upto 150 mm dia for taking branch connections of 50mm dia pipe including all necessary GI fittings, jointing material, earth work, etc. complete all as specified and directed.
M& L for Boring of holes under road, pavement, hard standing by trenchless technology using ultra sound technique and necessary machine including HDPE pipe of 150 mm dia suitable for 0.4 Mpa working pressure complete all as specified and directed.
Supply, laying and jointing, LT under ground cable, 10 sqmm 2 core, 1100 volts grade, XLPE insulated, armoured with galvanised round steel wire, electric power cables heavy duty, with multi stranded aluminium conductor, laid in trenches, ducts, fixed on poles/walls with proper size saddles and clamp laid under roads/path/drain/culverts complete all as specified and directed.
Material and labour for Double Walled Corrugated DWC HDPE Pipe of outer dia 50mm and inner dia 38mm including 90 degree bends with coupler and rubber ring laid in trenches of size 50 mm suitable for cable protection complete all as specified and direct
M & L Earthing complete with galvanized steel earth plate electrode 60 cm X 60 cm X 6.3 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5 mtr below ground level connecting to the GI wire 4.0 mm dia, by means nut bolt, nuts, check nuts and washer of the GI Earth wire protected by provision of GI light grade pipe 15 mm, GI light grade 20 mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge of earth plate, common salt and charcoal filling, taste point made out of phosphorus bronze with fixing arrangement, funnel, wire mesh and earth work in hard/dense soil, returning filling in and removal of surplus soil to a distance not exceeding than 50 mtr, all as per electric plate No 3 of SSR Part I 2009 and connection to earth test point all as specified incl testing on completion”.
M&L for Point wiring with 1.5 Sqmm (22/0.30mm) PVC insulated and unsheathed multistranded copper conductor cable, 1100 volts grade, ISI marked, FRLS type drawn through and including PVC concealed conduit (ISI marked) of adequate size and its accessories with sunk cast iron/pressed steel terminal boxes of size 1.2mm thick, with modular cover plate with frame of adequate required modules for one light or one fan point controlled by one switch incl 1.5 Sqmm (nominal area) copper conductor cable (multistrand), FRLS type, PVC insulated and unsheathed with colour code earth wire connected to common earth dolly at one end and metalic bodies of luminaires/ fan at other end complete all as specified and directed for the following:- Note:- Unit rate include for cutting chases for conduits and sinking for boxes and making good to wall, floors etc. (a) One light point point controlled by one, one way switch.
(b) All as per item No 130.00 but for One fan point point controlled by one, one way switch.
(c) All as per item No 130.00 but for One 5 Amp 5 pin socket outlet point on same board with other switches including earth wire as specified.
Supply and fixing of switch modular type 6 Amps one way, 1 module, AC 230 Volts, shrouded terminal, ISI marked complete all as specified and directed.
Supply and fixing of modular type socket 6 Amps 3 pin round socket with child safety shutter (ISI marke), AC 230 Volts, shrouded terminals, smooth plug removal and insertion complete all as specified and directed.
Supply and fixing of ceiling rose surface PVC 50mm dia 3 terminals including PVC mounting block white/ivory finish.
Supply and fixing of LED light fittings 20 watt, 220 volts AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete with suitable size.
Supply and fixing of LED light fittings mirror type, high output diffuser 2 feet, 10 watt, 220 volts AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete with suitable size.
Supply and fixing of 35 Watt LED street light fitting luminaire, 130lumens/watt, power factor more than 0.95, surge protection 4KV, energy saving and environmental friendly long life LED street light made up of PDC housing with IP 66 ingress protection and Impact protection IK 08, complete including fixing arrangement in existing pipe and connecting up with 2/3 core flexible coppper conductor cable and all as specified by Engr-in-Charge.
Supply and fixing exhaust fan made of sturdy Engineering plastic complete with louvers shutter, voltage 230 volts, 50 Hz RPM 1200 copper winding of sweep 300 mm sweep complete with connecting up with three core flexible copper conductor cable of suitable size from ceiling rose.
Supply and fixing of distribution board sheet metal enlosure double door shutter type factory made fixed flush with wall or outside on wall surface suitable for mounting isolators & MCB's 240volts, 200 Amp rated bus bar with front openable cover suitable for SP & N 4 ways all as specified & directed. Make - Hager CP No VYS08D or Legrand/ ABB.
Supply and fixing of MCB SPN 6-32 Amps, 230 Volts, 50 Hz with 10 KA C curve and current carrying capacity in the DB complete with connection testing and commissioning.
Supply and fixing of MCB SP 6-32 Amps, 230 Volts, 50 Hz with 10 KA C curve and current carrying capacity in the DB complete with connection testing and commissioning.
M&L for three coat of white wash on walls including preparation all as specified & directed.
Horizon Construction (BID ID -3416934)
Vinod Enterprises (BID ID -3416821)
UNITED ENTERPRISES (BID ID -3417188)
AGRAWAL ASSOCIATES (BID ID -3415697)
Suchit constructions (BID ID -3417299)
Samruddhi Construction (BID ID -3416865)
M/s M R MAHANA (BID ID -3417272)
M/s KARUNAYAK NAYAK (BID ID -3416698)
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