Jila Nirman Samiti Tender
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Jila Nirman Samiti - JNSJ Tender
Civil And Construction
Road Construction
Opening Date9 Nov 2022
Closing Date28 Nov 2022
Tender Amount₹ 75,26,994
Costs
EMD
₹ 76,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
113912Bid Award Id
ViewTender No
113912Tender Authority
Jila Nirman Samiti ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) For Sub-base cum drainage layer or upper sub-base with Grading-VI Material
1335.92
-
1363
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)
1119.83
-
1434
Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.on WBM/WMM surface @0.85 Kg/sqm.
4725
-
64
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.Granular surfaces treated with primes @ 0.30 kg /Sqm
4725
-
17
Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade,
level and alignment and rolled to achieve the desired compaction) With mechanical paver finisher for Grading-II(19 mm nominal maximum size, bitumen content (3.40%)
236.25
-
6255
Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) With mechanical paver finisher , With bitumen , Type A ( 11.2 mm to 0.09 mm size aggregates )
4725
-
163
Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall,compacting. watering rolling and royalty charges etc. complete. With vibratory roller
861
-
291
Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing) For O.D.zr. and village Roads only 900 mm equilateral triangle E
4
-
3831
800 cm x 600 mm rectangular
4
-
4507
Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) , Ordinary Kilometer stone (Precast)
2
-
1460
Hectometer stone (Precast)
5
-
410
Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation.
28
-
431
Direction and Place Identification signs upto 0.9 sqm size board.(Providing and erecting direction and place identification retroreflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)
1.62
-
7970
Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specifications.
2
-
217
Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom and backfilling with approved material including dewatering etc. complete.Ordinary soil , Upto 3 m depth
182.99
-
146
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.Using concrete mixer , PCC Grade M15
143
-
4613
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). Height upto 5m , Using concrete Mixer , P.C.C. Grade M-15
100.52
-
4880
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200
21.44
-
321
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200
51.39
-
1926
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 Granular material
124.77
-
905
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). RCC Grade M25 , For Solid Slab Super Structure , Using Concrete Mixer , Height up to 5m
16.44
-
6877
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.97
-
70101
Filler joint , Providing and fixing in position 20 mm thick premoulded joint filler ( 12 m long x 30 cm deep ) in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and technical specifications.Providing and fixing in position 20 mm thick premoulded joint filler ( 12 m long x 30 cm deep ) in expansion jointfor fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
7.5
-
683
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification
2.92
-
11847
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504.Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15
14.4
-
4705
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503
4.32
-
2413
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