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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.5 LAccepted-Finance DOLLYGUNJ SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹28.1 L+₹64,801.40 (2.36%)Accepted-Finance | L2 | Accepted-Finance Being L2 | |
| 3 | L3₹28.3 L+₹82,823.70 (3.02%)Accepted-Finance | L3 | Accepted-Finance Being L3 | |
| 4 | L4₹28.7 L+₹1.2 L (4.45%)Accepted-Finance | L4 | Accepted-Finance Being L4 |
| Sl No | Description | Qty | Unit | JYOTI CONSTRUCTION INCORPORATION L2 | M/S JOY KUMAR BISWAS L1 | K BHUMINATHAN L3 | K R PRAVEEN KUMAR L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil. | 33.3 | cum | 380 ₹12,654 Lowest | 500 ₹16,650 | 400 ₹13,320 | 550 ₹18,315 |
| 2.00 | Centering and shuttering including strutting, propping etc. and removal of form for
a) Foundations, footings, bases of columns, etc. for mass
concrete | 47.25 | Sqm | 450 ₹21,262.5 | 450 ₹21,262.5 | 350 ₹16,537.5 Lowest | 500 ₹23,625 |
| 3.00 | Centering and shuttering including strutting, propping etc. and removal of form for
a)Walls (any thickness) including attached pilasters,
butteresses, plinth and string courses etc. | 132.63 | sqm | 730 ₹96,819.9 | 450 ₹59,683.5 Lowest | 1,000 ₹1,32,630 | 500 ₹66,315 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a)1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 33.21 | cum | 12,500 ₹4,15,125 | 12,000 ₹3,98,520 Lowest | 13,500 ₹4,48,335 | 13,000 ₹4,31,730 |
| 5.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
a)1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 15.8 | cum | 16,000 ₹2,52,800 | 10,000 ₹1,58,000 Lowest | 13,500 ₹2,13,300 | 11,000 ₹1,73,800 |
| 6.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
a) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.73 | cum | 17,000 ₹12,410 | 14,000 ₹10,220 | 14,500 ₹10,585 | 12,500 ₹9,125 Lowest |
| 7.00 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.34 | cum | 17,000 ₹5,780 | 14,000 ₹4,760 | 14,500 ₹4,930 | 12,000 ₹4,080 Lowest |
| 8.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
a) Thermo-Mechanically Treated bars of grade Fe-500D or
more. | 197.29 | kgs | 130 ₹25,647.7 Lowest | 130 ₹25,647.7 Lowest | 130 ₹25,647.7 Lowest | 150 ₹29,593.5 |
| 9.00 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
A) G.I. pipes | 698.54 | kgs | 410 ₹2,86,401.4 | 200 ₹1,39,708 | 330 ₹2,30,518.2 | 160 ₹1,11,766.4 Lowest |
| 10.00 | 12 mm cement plaster:
a) 1:4 (1 cement : 4 fine sand) | 71.73 | sqm | 420 ₹30,126.6 Lowest | 500 ₹35,865 | 700 ₹50,211 | 550 ₹39,451.5 |
Tender Value
₹26.2 L
EMD Value
₹52,414
Closing Date
15 Oct 2025, 3:00 pmClosed
EE-II works SVPMC
EE-II works SVPMC
Restoration of black top road from Main Road to Chanakya Tuition Centre Junction School Line in Ward No 15
2025_PMBC_20156_1
18/EE-II/WKS/R/MC/2025-26
Open Tender
Civil Works - Roads
Works
30 days
Main Road Chanakya Tution Centre
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹52,414
15 Oct 2025
8 Oct 2025
15 Oct 2025
8 Oct 2025
15 Oct 2025
8 Oct 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.
Centering and shuttering including strutting, propping etc. and removal of form for a) Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for a)Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a)1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: a)1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : a) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. A) G.I. pipes
12 mm cement plaster: a) 1:4 (1 cement : 4 fine sand)
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
Supplying and stacking at site. A) 90 mm to 45 mm size stone aggregate
Supplying and stacking at site. a) 63 mm to 45 mm size stone aggregate
Supplying and stacking at site. a) 53 mm to 22.4 mm size stone aggregate
Supplying and stacking at site. A) Stone screening 13.2 mm nominal size (Type A)
Supplying and stacking at site. A) Stone screening 11.2 mm nominal size (Type B)
Supplying and stacking at site. A) Moorum
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : a) On W.B.M. @ 0.75 Kg / sqm
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) :With paving a)With paving Asphalt grade VG - 30
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material,labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications
JYOTI CONSTRUCTION INCORPORATION (BID ID -59467)
K BHUMINATHAN (BID ID -59463)
K R PRAVEEN KUMAR (BID ID -59441)
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