Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 13,88,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of Road from Kohardubi to natun Kulamora Chapori.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_CEASM_64866_3Bid Award Id
ViewTender No
CE/PMGSY/33/2017-18/21Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
224.22
-
79
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
6410.7
-
209
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(A) By Mix in Place Method
ii) For Grading II Material
5090.27
-
2840.61
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 2) Grading -II (A) By Manual Means
2346.2
-
4017.26
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 3) Grading –III (A) By Manual Means
2346.2
-
3996.78
Providing and applying primer coat with bitumen 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 Specification Clause 502.
(i) Low Porosity
31273.12
-
41
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
31273.12
-
13
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder : Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to 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 three wheel 80-100 kN 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 508.2
ii) Using Cold mixe binder
31273.12
-
194.74
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
By Mechanical Means. Case - III : Type C. Bitumen (S-65).
31273.12
-
63.25
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703. (i) 5th KM stone (Precsat)
1
-
3371
Reinforced cement concrete M15 grade kilometre stone/local 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)
9
-
2058
Reinforced cement concrete M15 grade kilometre stone/local 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) 200 m stoe (precast)
34
-
546
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC: 67 made of 1.5mm Thick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 65mm width and required letters, figures with reflective tape of engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG sheet tube 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 approved drawing and technical specification clause 1701.2.2 ii) 60cm equilateral triangle
32
-
2482
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC: 67 made of 1.5mm Thick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 65mm width and required letters, figures with reflective tape of engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG sheet tube 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 approved drawing and technical specification clause 1701.2.2 (iii) 60 cm circular
12
-
3384
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC: 67 made of 1.5mm Thick M.S sheet duly stove enameled Paint white colour in front and grey colour in back with reflective border of 65mm width and required letters, figures with reflective tape of engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG sheet tube 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 approved drawing and technical specification clause 1701.2.2 (vi) 60cm x 60cm Square
14
-
3931
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 duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1.
4
-
19714
Providing 15 nos rumble (for each location) 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
19
-
2985.98
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
180.48
-
71
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
9.05
-
5299
Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)
(ii) Granular material
26.7
-
1134
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
II. In 1:4 cement mortar
99.4
-
5165
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
27
-
1166
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
157.59
-
126.6
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(B) 1000 mm dia
40
-
6235
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
40
-
850
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 as per Ref. of MoSRT&H 304.
I. ordinary soil
A. manual means
(a) without dewatering
(ii) up to 3m depth
185.5
-
86
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) as per Ref. of MoSRT&H 1100,1600 & 1700. Without plasticiser.
431.5
-
11694
Levelling course for pile cap as per Ref. of MoSRT&H 1100 &1700
12.33
-
5776
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification as per Ref. of MoSRT&H 1100, 1500 & 1700. RCC grade M25. Using Concrete Mixer
170.28
-
7514
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification as per Ref. of MoSRT&H 1600. With TATA make TMT rebar.
37.52
-
75352
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork as per Ref. of MoSRT&H 1500,1700 & 2200. Without Plasticiser. RCC Grade M 25. Height up to 5.0 m. Case – I : Using Concrete Mixer
87.55
-
7982
Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specification as per Ref. of MoSRT&H 1500,1700 & 2200. With TATA make TMT rebar.
8.07
-
75456
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 as per Ref. of MoSRT&H 1500,1700 & 2200.
161280
-
1.15
Furnishing and placing reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specifications. Including steel shuttering formwork as per Ref. of MoSRT&H 1500,1700 & 2200. Without plasticiser. RCC Grade M 25. Case - I : Using Concrete Mixer. For T-beam and alab. Height upto 5m.
156
-
9014
Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications as per Ref. of MoSRT&H 1500,1700 & 2200. With TATA make TMT rebar.
26.5
-
73915
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications as per Ref. of MoSRT&H 1500,1700 & 2200.
21.87
-
14383
Construction of 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 as per Ref. of MoSRT&H 1500,1700 & 2200.
84.2
-
2199
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 as per Ref. of MoSRT&H 1500,1700 & 2200.
22.5
-
13139
Drainage spouts complete as per approved drawings and technical specifications as per Ref. of MoSRT&H 1500,1700 & 2200.
18
-
8615
Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification as per Ref. of MoSRT&H 1500,1700 & 2200. With TATA make TMT rebar.
19.05
-
13425
Providing and laying pitching on slopes laid over prepared filter media complete as per drawing and technical specifications clause 1302. Stone/Boulder
90.21
-
1166
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications Clause 1302.
54.12
-
1332
Providing and laying boulder apron for bed protection with stone boulders of minimum and weight as per Table 1300.1 no fragment weighing less than 25 kg laid dry complete as per drwaing and technical specifications Clause 1301.
184.44
-
1166
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
35
-
12814
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