Indian Institute Of Technology Tender
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Indian Institute Of Technology - IIT Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date11 Jul 2024
Closing Date12 Aug 2024
Tender Amount₹ 4,77,72,289
Costs
EMD
₹ 9,55,446Document Cost
₹ 1,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IITMD_816049_1Bid Award Id
ViewTender No
IIT Mandi (CW)/SE-1625/2024-25/872-74 Dated 11-07-2024Tender Authority
Indian Institute Of Technology ViewPurchaser Address
-Website
http://https://www.iitmandi.ac.in
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Documents
Construction of water drains and channelization work at various location of south campus (SH Construction of RCC water drains at various location of south campus and channelization of nallah to provide cross drainage with gabion walls and gabion cascades
BOQ Items
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, within all lead and lift as directed by Engineer-in-Charge. a) All kinds of soil as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
1520
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, within all lead and lift as directed by Engineer-in-Charge. a) Hard rock (blasting prohibited) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
173
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-
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, within all lead & lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead and lift. a) All kinds of soil as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
2712
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within all lead and lift :
a) All kinds of soil i) Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
190
-
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport within all lead and lift, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
395
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-
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) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
416
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
627
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
356
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-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 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) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
513
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-
Centering and shuttering including strutting, propping etc. and removal of form for : a) Foundations, footings, bases of columns, etc. for mass concrete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
3180
-
-
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 as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
6247
-
-
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 as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
38475
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-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
31004
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-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
1318
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-
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
575
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-
Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and antitheft steel to be installed as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
1600
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-
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
2469
-
-
Providing and laying hard stone filing/soling including carriage of material with in all lead & lift as per entire satisfaction and direction of Engineer - in - charge.
530
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-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality a) L D - 2.5
i) Rectangular shape 600x450 mm internal dimensions as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
100
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-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete a) 600 mm dia RCC pipes as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
150
-
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.
a) 1200 mm dia RCC pipes as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
150
-
-
Providing and fixing 110mm dia Unplasticized rigid PVC pipe of required size for weep holes in concrete walls including cutting,placing and fixing in required slope all complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
990
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-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. a) 160 mm diameter as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
150
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-
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
a) Coupler
i) 160mm as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
20
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
a) Bend 87.5°
i) 160 mm bend as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
50
-
-
Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement:3 Coarse sand: 6 graded stone aggregate 40mm nominal size) foundation included bolting, excavation and refilling etc. as required.
a) Above 8.00 metre and upto 10.00 metre as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
10
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-
Dismantling of pole/street light standard/street embedded in cement concrete foundation etc. as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
10
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-
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