Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 7,99,500Document Cost
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Description
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Contact
Tender Id
2018_CEASM_70418_30Bid Award Id
ViewTender No
CE/PMGSY/33/2017-18/38Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry including disposal of unservicable material and stacking the serviceable material with all lift and lead of 1000 metres as per technical specification clause 202. (B) Cement Mortar
33.9
-
291
... More
Construction of embankment with material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (a) Private Land
8725.609999999999
-
155
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Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land
2795.41
-
209
... More
Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work Granular Sub-base with Well Graded Material - By mix in place Method -Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401 (ii) For Grading Material (Gr-II)
2203.76
-
2156.778
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Water Bound Macadam Grading 2
Using stone screening Type-B 11.2mm for Gr-2
Providing, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarses aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405
A) By Manual means.
1022.12
-
3224.7200000000003
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Water Bound Macadam Grading 3
Using stone screening Type-A 13.2mm for Gr-3
Providing, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarses aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405
A) By Manual means.
1022.12
-
3220.3
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Prime Coat - Providing and applying primer coat with bitumin emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical clause 502 (i) Low Porosity
13772.16
-
41
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Tack Coat - Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification clause 503
13772.16
-
13
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Premix Carperting
20mm thick open graded premix carpet using bituminous (penetration grade/modified bitumen) Binder providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line , grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per technical specification clause 508, Case-II By Mechnical Means- (i) Bitumen (S-90)
13772.16
-
147.278
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Seal-Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specific levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical means. Case-II Type -B (i) Bitumen (S-90)
13772.16
-
52.426
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Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 70mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of property design foundation with M – 15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per provided drawing and technical specification clause 1701. (ii) 60 cm equilateral triangle
20
-
2482
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Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 70mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of property design foundation with M – 15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per provided drawing and technical specification clause 1701. (iii) 60 cm circular
12
-
3384
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Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 70mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of property design foundation with M – 15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per provided drawing and technical specification clause 1701. (vi) 60cm x 45cm rectangular
2
-
3931
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Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703
(ii) Ordinary Kilometer Stone (Precast)
4
-
2058
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Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703
(iii) 200m Stone (Precast)
15
-
546
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Rumble Stripes - Providing 10 nos rumble (for each location, 5 nos. either side) strips covered with premix bituminous carpet, 15.2mm high at centre, 250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint.
8
-
2318.6
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Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate will be welded with MS flat iron 25mmx5mmx size on back on edge. The lower plate will be welded with MS iangle iron 25mmx5mmx5mm. The anfle iron frame of the lower most plate and flate iron frameof middle plate will be welde to 2 nos. 75mmx75mm of 12SWG sheet tube posts duly embeded in cement concrete M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level . The top most diamond plate will be welded to middle plate by 47mmx47mm of 12SWG steel plate tube . All MS will be stove enameled on both sides. Lettering and printing arrows, bordes etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1
2
-
19714
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Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) upto 3m depth
72.24
-
71
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Plain cement concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawing and technical specification clause 1109
3.61
-
5299
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Brick masonry work in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification clause 1109 (in prop.1:4)
39.76
-
5165
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Plastering with cement mortar (1:4), 15 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204.
63.04
-
126.6
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Laying (First class) bedding on well compacted sand, moorum as per clause 1105 (ii) (ii) Granular material
10.68
-
1134
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Providing and laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement morter 1:2 but excluding excavation protection works backfilling concrete ans masonry works in head walls and parapets Clause 1106. B) 1000mm dia
20
-
6235
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
10.8
-
1166
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Labour for dismantling all members of the timber bridge (except piles) and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the Department.) scarfing and joining piles 25cm to 30cm dia dressed to heartwood 90cm. In length including supplying, fitting and fixing with 2 nos. of 50mm x 10 mm MS FI clamps and 16mm dia MS bolts and nuts etc. complete as directed
(Refer to quantity estimation)
30
-
850
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Earth work in excavation of foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
I. ordinary soil
A. manual means
(a) without dewatering
(ii) up to 3m depth
348.96000000000004
-
86
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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m.(Pile diameter-1000mm)
(N) without plasticiser
481.15
-
12570
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Levelling course for pile cap
16.38
-
5895
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. Including steel shuttering formwork
(N) without plasticiser
A. RCC grade M25
(i) Using Concrete Mixer
227.04
-
8574
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Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification
(b) with TATA make TMT rebar.
40.06
-
77644
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Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. (N) without plasticiser E. RCC Grade M 25
1.Height up to 5.0 m , Case – I : Using Concrete Mixer
157.17000000000002
-
8113
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Supplying, fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specification
(b) with TATA make TMT rebar.
12.337416880625
-
77748
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical specifications.
161280
-
1.15
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Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications. Including steel shuttering formwork.
(N) Without plasticiser
B. RCC Grade M 25 Case - I : Using Concrete Mixer ii) For T-beam and alab
(a) Height upto 5m
191
-
9163
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Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications
(b) with TATA make TMT rebar.
29.76
-
76167
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Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications
26.1
-
14674
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Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat space between vertical post for expansion, complete as per approved drawings and technical specifications.
107.6
-
2309
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Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
30
-
12392
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Drainage spouts complete as per approved drawings and technical specifications.
24
-
8615
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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
A. Stone/Boulder
180.4109796276544
-
1325
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Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
108.2465877765926
-
1753
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Providing and laying boulders on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification .without wire crate
368.8825
-
1325
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Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specifications clause 301.5. (a) Private land
750
-
157
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)
(i) For Grade II Material
22.5
-
1756
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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
40
-
12814
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