Indian Institute Of Technology Tender
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Indian Institute Of Technology - IIT Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Jan 2025
Closing Date29 Jan 2025
Tender Amount₹ 4,05,17,576
Costs
EMD
₹ 8,10,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_IITH_845422_1Tender No
IITH/CMD/CIV/2024-25/NIT-62Tender Authority
Indian Institute Of Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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a) In all kinds of soil.
60
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
60
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CARRIAGE OF MATERIALS
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By Mechanical Transport including loading,unloading and stacking
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Earth
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3km
3560
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Loosening and recompacting of bottom 150 mm of subgrade layer in local good soil to required percentage of MDD of heavy compaction test (IS:2720-Part8) as per MORTH Clause 305 complete.
150
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Consrtuction of subgrade using approved available soil borrowed from out side of IITH, spread the earth layer by layer, mix with water to achieve MDD at Optimum Moisture Content and compacting it with vibratory roller of 8-10 tonnes capacity to required percentage of MDD (IS:2720-Part 8) as per MORTH Clause 305 including all leads and lifts complete and as per the direction of Engineer In Charge.
2960
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Construction of embankment with approved specified soil for all lead and lifts to required percentage of MDD of heavy compaction test (IS:2720-Part8) at Optimum Moisture Content including spreading, mixing with water and compacting with 8-10 tonne vibratory roller or hand-held roller as per MORTH Clause 305 complete. a) Soil available within IITH compound
600
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
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With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
1390
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Providing, laying, spreading and compacting Wet Mix Macadam (WMM) including premixing the material with water at OMC in mechanical mixing plant,carriage of mixed material by tipper to site,laying in uniform layers with paver on sub- CU base / base course and compacting with vibratory roller to achieve required percentage of MDD (as per IS:2720:Part8) as per Clause406 of MORTH Specifications complete.
1300
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
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With rapid setting bitumen emulsion
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On W.B.M / W.M.M. @ 0.4kg/sqm
4490
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
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With rapid setting bitumen emulsion
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On bituminous surface @ 0.25kg/sqm
4490
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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying 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.
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50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and Cement filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
300
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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
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30/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and Cement filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
170
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Centering and shuttering including strutting, propping etc. and removal of form work for :
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Foundations, footings, bases for columns
620
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
500
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
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All works upto plinth level :
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Concrete of M10 grade with minimum cement content of 220 kg /cum
160
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
165
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Providing and laying in position saucer drain made of precast cement concrete units of specified profile and measurements, with key and of other shapes as required in site as per drawing or as per the directions of Engineer in Charge in M 30 grade concrete seated on PCC foundation of M-10 grade including placing and joining with CM mortar of mix 1:4 (1Cement : 4 grade coarse sand) as per the directions of Engineer. PCC cost will be paid separately
90
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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.
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450 mm dia RCC pipes
50
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints
etc. complete :
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300 mm dia. R.C.C. pipe
50
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Providing and applying 2.5 mm thick road marking strips (retroreflective) 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.
360
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SH ( B ):- Sewer Line with NP-3 pipe of length 1750 meters
Excavating trenches by meachincal/Manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 a lead of 50 m
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All kinds of soil
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Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia
1440
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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.
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450 mm dia RCC pipes
1440
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Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design
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2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately)
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With Sewer bricks conforming IS : 4885
100
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Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :
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With Sewer bricks conforming IS : 4885
70
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SH (C):- Water Supply with HDPE pipe of length of 1820 meters
Providing and laying of HDPE pipe 110 mm dia PE 100 Grade PN10 (SDR 13.6) including cost and conveyance of all materials to site of approved quality & make with all necessary fittings and joiting of pipe with flanges, nut & bolts etc., the rate includes excavation and refilling of trench and all complete as per the directions of the Engineer-in-Charge.
1210
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Providing and fixing of butterfly valves of 110 mm dia of make Zoloto or its equivalent all complete as per the directions of Engineer in Charge.
10
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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
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Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg)
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With common burnt clay F.P.S. (non modular) bricks of class designation 3.5
15
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SH ( D ) :- Storm water system with swale of length of 1710 Meters
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.
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a) In all kinds of soil.
8260
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Supply and installation of geomat with natural geotextile with staples / pins / stakes etc., over side slopes of swale including supply of seeds, manure, fertilizers and maintenance of turf / grass until 3 months from the date of completion of project, all complete as per Particular Specifications and as per the directions of Engineer - in - Charge.
8010
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