Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 May 2024
Closing Date22 Jul 2024
Tender Amount₹ 2,30,07,000
Costs
EMD
₹ 4,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134215_1Bid Award Id
ViewTender No
TN38002Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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in Km. 0/0 - 3/110
3091.24
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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in Km. 0/0 - 3/110
2643.01
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)
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in Km. 0/0 - 3/110
2643.01
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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.( Carted Earth)
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in Km. 0/0 - 3/110
1071.18
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
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Km : 0 / 0 - 1 / 0
225
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Km : 1/0-2/0
225
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Km : 2/0-3/0
220.78
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Km : 3/0-3/2
24.75
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Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means by using US Gravel obtained from quarry 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.( subgrade using Gravel to improve CBR to 10 )
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Km : 0 / 0 - 1 / 0
320.63
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Km : 1/0-2/0
331.49
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Km : 2/0-3/0
360.21
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Km : 3/0-3/2
40.28
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Laying and spreading available soil in Base Course on a prepared surface, including mixing of 50% Soil + 25% 20 mm down Aggregate + 25% Stone Dust and 3% RBI -81 by mix in place with rotavator and grading with motor grader and compacting with 8-10 tonne Vibratory Compactor at OMC to the desired density as per specifications
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Km : 0 / 0 - 1 / 0
337.5
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Km : 1/0-2/0
380.5
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Km : 2/0-3/0
385
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Km : 3/0-3/2
31.87
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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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 Grading III
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Km : 0 / 0 - 1 / 0
187.03
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Km : 1/0-2/0
193.37
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Km : 2/0-3/0
210.13
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Km : 3/0-3/2
23.5
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading II)(Control Section)
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Km : 0 / 0 - 1 / 0
29.53
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Grading III) (Control Section)
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Km : 0 / 0 - 1 / 0
29.53
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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 0.90-1.2 kg/sqm using mechanical means as per Technical Specification Clause 502
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in Km. 0/0 - 3/110
11855.01
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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 surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
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in Km. 0/0 - 3/110
11925.37
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Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507.
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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.
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Km : 0 / 0 - 1 / 0
3768.75
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Km : 1/0-2/0
3804.96
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Km : 2/0-3/0
3920.41
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Km : 3/0-3/2
431.25
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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
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Km : 0 / 0 - 1 / 0
3768.75
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Km : 1/0-2/0
3804.96
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Km : 2/0-3/0
3920.41
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Km : 3/0-3/2
431.25
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Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
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Km : 0 / 0 - 1 / 0
11.25
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Km : 1/0-2/0
22.5
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Km : 2/0-3/0
22.5
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Km : 3/0-3/2
11.25
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Provision for Protective works (KM 1/0 - 2/0)
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Km : 1 / 0 - 2 / 0
110
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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Km : 1 / 0 - 2 / 0
20
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Cement concrete 1 : 2 : 4 mix using 40mm down graded HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below Sill Level )
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Km : 1 / 0 - 2 / 0
64.2
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Cement concrete 1 : 2 : 4 mix using 40mm down graded HBG metal including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above Sill Level )
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Km : 1 / 0 - 2 / 0
83.41
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
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Km : 1 / 0 - 2 / 0
16.58
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
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Km : 1 / 0 - 2 / 0
90
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Constuction of Minor Bridge at Ch 2500
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Earthwork excavation in all classes of soil except Kankar / Soft disintegrated rock not requiring blasting, medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
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Ch 2500
242.61
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Vibrated Cement Concrete of Grade M 15 Nominal Mix (1:2.5:5) using 40 mm, 20 mm & 10 mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for BELOW SILL LEVEL -
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Ch 2500
47.6
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Vibrated Cement Concrete of Grade M 20 Nominal Mix (1:2:4) using 40 mm, 20 mm & 10 mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for FOOTING OF ABUTMENTS, WINGS, AND PIERS BELOW SILL LEVEL -
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Ch 2500
117.41
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Vibrated Cement Concrete of Grade M 20 Nominal Mix (1:2:4) using 40 mm, 20 mm & 10 mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL -
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Ch 2500
136.09
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Vibrated Reinforced Cement Concrete of M 25 Grade Mix (1:1.5:3) using 20 & 10 mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS, -
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Ch 2500
4.73
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Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS.
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Ch 2500
100
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Providing and fixing TAR PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
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Ch 2500
12.45
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Vibrated Reinforced Cement Concrete of M 25 Grade Mix (1:1.5:3) using 20 & 10 mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB
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Ch 2500
27.72
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Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for FILLING BEHIND THE ABUTMENTS AND WINGS..
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Ch 2500
14.06
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Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.
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Ch 2500
22.5
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Supply and fabrication of S-415 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings,including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, S-415grade-1 MT
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Ch 2500
4.1
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Vibrated Reinforced Cement Concrete of M 30 Grade Mix (1:1.5:3) using 20 mm & 10 mm ISS size HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete working at heights, hire chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications for CRASH BARRIER.
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Ch 2500
4.73
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Vibrated Cement Concrete of M 20 Grade Mix (1:2:4) using 20 mm & 10 mm ISS size HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete working at heights, hire chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications for APROACH SLAB.
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Ch 2500
4.22
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Vibrated Reinforced Cement Concrete of M 25 Grade Mix (1.1.5:3) using 20 mm & 10 mm ISS size HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete working at heights, hire chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications for APROACH SLAB.
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Ch 2500
15.48
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Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing cost of 75mm uniform thickness over deck slab and approach slab.
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Ch 2500
7.82
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Vibrated Cement Concrete M20grade Design Mix using 20mm & 12mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights for parapet wall over wings
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Ch 2500
6.3
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Dismantling of existing structures for CD Works
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
12
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
22.5
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
19.58
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeding vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levels as per drawings and Technical Specification Clause 801
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Logo board
3
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Sign board
27
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Citizen board
1
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Name board
1
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Manitanance board
1
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Kilometre Stones
3
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Hectametre Stones
13
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Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to berectified by the contractor at his own cost
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For the First Year from the date of
completion of work
3.11
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For the Second Year from the date of
completion of work
3.11
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For the Third Year from the date of
completion of work
3.11
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For the Fourth Year from the date of
completion of work
3.11
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For the Fifth Year from the date of
completion of work
3.11
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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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