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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-AOC | L1 | Accepted-AOC Successful Bidder | |
| 2 | L2₹9.3 L+₹10,820.84 (1.18%)Rejected-Finance C O MR M K BHOWMIK NEAR TAPAN VARIETIES JOYNAGAR 06 AGARTALA TRIPURA W 799001 | WEST TRIPURA | TRIPURA | 799001 | L2 | Rejected-Finance Unsuccessful Bidder | |
| 3 | L3₹9.3 L+₹16,195.25 (1.76%)Rejected-Finance MIL STN AGARTALA | L3 | Rejected-Finance Unsuccessful Bidder | |
| 4 | L4₹9.4 L+₹19,662.39 (2.14%)Rejected-Finance | L4 | Rejected-Finance Unsuccessful Bidder | |
| 5 | L5₹9.5 L+₹28,961.78 (3.15%)Rejected-Finance | L5 | Rejected-Finance Unsuccessful Bidder |
Tender Value
₹9.2 L
EMD Value
₹18,400
Closing Date
28 Jul 2022, 6:00 pmClosed
AGE (I) AGARTALA
AGE (I) AGARTALA PIN-901184 C/O 99APO
PROVN OF 2 X COVERED SHED FOR DG SET AND PROVN OF BADMINTON COURT IN AGE(I) AGARTALA AT MIL STN AGARTALA
2022_MES_530040_3
8284/E8
Open Tender
Civil Works
Item Rate
180 days
AGARTALA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
AGE (I) AGARTALA
₹18,400
Yes
5 Aug 2022
7 Jul 2022
30 Jul 2022
7 Jul 2022
28 Jul 2022
14 Jul 2022
Amount
Schedule'A' Part-I: B&R works
Surface excavation not exc 30 CM deep and averaging 15 CM deep and getting out in soft/ loose soil complete all as specified
Removing Excavated soils exceeding 250 M but not exceeding 500 M and depositing where directed.
Excavating post holes or similar holes, each not exceeding 0.5 Cu. M, getting out in soft/ loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exceeding 50 M and making good surface.
Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete.
M & L for hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and leveled in layers not exceeding 15 cm thick, watered and rammed to a true surface.
M&L 100mm thick PCC type B-2, (1:2:4) using 40mm graded stone aggregate without using extra cement complete as specified
S&F Rolled Steel Sections as in tubular trusses, Vertical posts(ISMB sections) etc including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St -240 complete all as specified and directed.
S&F MS steel Hollow section Square/rectangular as in purlins, rail etc etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St -240 complete all as specified and directed.
S&F rolled mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes ,without and attachment of grade Fe 410-W (Gde E-250) quality A complete all as specified and directed.
S&F Mild steel bolts. purpose made. with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut.odf dia 5 to 10mmand length n Exc 10cm long complete all as specified and as directed.
S & F pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength 550 Mpa as in roof covering/cladding/ eaves board fixed with selp tapping screw complete all as specified and directed.
S & F pre painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength 550 Mpa as in roof covering/cladding/eaves board fixed with selp tapping screw complete all as specified and directed.
M&L of two coat of synthetic enamel paint over one coat of red oxide on new steel surfaces of any description over 10cm in width or girth incl preparation of surfaces complete all as specified and as directed.
M &L Maroom/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled & rammed including watering
M &L Hardcore of Broken bricks gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface
M&L 75mm thick PCC type D-2, (1:4:8) using 40mm graded stone aggregate
M&L 50mm thick PCC type B-1, (1:2:4) using 20mm graded stone aggregate Finished even & smooth using extra cement including Forming Construction Joints and filling the same with bitumen and sand in 1:3 complete all as specified and as directed.
S&F GI Tubes, `medium grade' with all fitting; laid in trenches of 80mm bore
Painting lines, dashes, arrows, letters, etc. or roads pavements & the like n exc 10cm wide with road marking paint, white or golden yellow
M&L Brick work with sub class 'B' bricks straight or curved on plan exc. 6m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L chequred cement concrete tiles 300 mm x 300mm x 22 to 25 mm thick set, jointed and pointed in neat cment slurry in floors with gray cement and no pigments, over 15mm thick screed bed in CM 1:4, in floor etc set and joined in neat cement slurry and pointed in white or .coloured cement to match complete all as specified and as directed
M& L Providing cement concrete in Type B0 1:2:4 (12.5 mm graded stone aggregate) as in copings, water throughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as spcifiecd
E&M works
Material, labour & laying of heavy duty armoured, XLPE, LT under ground cable of size 10 Sqmm, 4 core 1100 V grade, PVC insulated ,PVC sheathed ,multi stranded aluminium cable of following size in pipe /trench /cable duct /fixed on wall by proper size shaped GI clamps with nut bolts etc including lugs for both ends and making good the disturbed surfaces complete all as specified and directed. Make : KEI/Polycab or equivallent.
Excavation in trench n. exc 1.5 mtr wide and n.exc 1.5 mtr depth and getting out of soft/loose soil/brick all as specified
Removing of excavated surplus soil to a distance not exceeding 50 mtr and depositing/ spreading where directed at level of n.exc 1.5 mtr above the starting point.
Returning filling in spreading, leveling and well ramming in layers n.exc 25 cm thick above the ground level complete all as specified.
Material & labour for sand cushioning for cable protection with dry river sand and punning to provide required cushioning for UG cable all as specified and directed
Supply & fixing bricks well burnt sub class ‘B’ bricks in trenches on cable as cable protection across the length of the cable (width wise) complete all as specified and as directed.
Supply and fixing LED flood light 70 watt 230 V AC outdoor type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant complete with driver and lamp. Complete all as specified and directed
Supply and fixing steel tubular swaged pole as per IS 2713 (Part 1 to 3) - 1980, type 410 SP-44 (10 mtr long ) complete with cast iron base plate final taper plug, pole cap, bolts/nuts, screws/washes, painting with two coats of black bituminous paint through out internally and externally upto planting depth and two coasts of black and white alternate strips 30 cm each upto 1.2 mtr from the ground level. The remaining external position shall be painted with two coat of aluminium paint including numbering to pole complete all as specified and directed. (Note:- Earth work, PCC work, shall be measured and paid separately.)
M&L for street light bracket made out of ISI marked GI pipe light grade 40mm dia 1.5 mtr long bend to required shape and fixed with necessary nuts, bolts, flat iron clamps of size 25 x 6 mm (02 Nos) and washers for fixing for led flood light on street light poles duly painted with one coat of red oxide and two coats of aluminium paint complete all as specified and directed.
M & L for plain cement concrete (1:2:4) B1 type using 20 mm graded coarse stone aggregate for foundation/coping of poles complete all as specified and directed.
Supply and fixing amp rating 240V, 10KA 'C' curve miniature circuit breaker (MCB) of single poles and current carrying capacity of 5 to 32 Amp in the MCB DB complete with connection testing and commissioning.
NOTES :- 1. The amount of schedule of credit shall be deducted from the total of this BOQ for arriving at contract sum. 2. Unless otherwise specified the rates for PCC shall deemed to include the cost of formwork shuttering etc., required for complete and proper execution of the work. Refer Schedule A notes for details.
SHRI SUBRATA GUHA
M/S PRITAM ENTERPRISES
SHRI CHANDAN CHANDA
Pranjit kar
M/S SWAPAN DEBNATH
SHRI RAJESH DEY
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