Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_114941_1Bid Award Id
ViewTender No
CCERWCSBD Online-19/2021-22Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3
7004
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32.84
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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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
17822.85
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28.61
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Construction of granular sub-base by providing Grading- III Material, spreading in uniform layers with motor grader on prepared surface,mixing by place in method rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
7739.44
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1359.06
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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 screeningo fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD & as per
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-
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GR-II stone scrrening
2919.81
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2255.64
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GR-III stone scrrening
3192.05
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2235.32
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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 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
38930.85
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38.49
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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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.
38930.85
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13.08
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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 using S-65 penetration grade bitumen @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 Type C as per Paver Finisher Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge (Excluding cost of Seal Coat).
38930.85
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140.68
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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 C as per Technical Specification Clause 510 of MORD with S-65 grade bitumen laid by manual means and as per direction of Engineer-in-Charge.
38930.85
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57.54
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Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
44783.2
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18.52
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Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
648.57
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5425.88
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Construction of Soil aggregate base / sub base by providing well graded material, spreading in uniform layers with 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 MORD Technical Specification Clause 400.1as per direction of Engineer-in-Charge.
4198.26
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574.23
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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
3371.44
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299.13
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Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002.
461.05
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743.36
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Providing concrete M-15 for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
-
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-
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In Foundation
953.64
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4349.1
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In Sub-structure
2047.37
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4592.98
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Providing and laying of Type-B(first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) and as per direction of the engineer-in-charge.
20.88
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465.56
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Providing and laying reinforced cement concrete NP3 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.
-
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-
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1000 mm dia Single row
60
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6979.42
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1000 mm dia Double row
30
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14006.26
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Providing and laying reinforced cement concrete RCC M-25 as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
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-
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In Foundation
183.87
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5653.76
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In Sub-Structure
157.48
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5986.27
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In Super structure
243.07
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6518.29
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
88.44
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2955
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
46.04
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5785.14
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
-
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-
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In Foundation
139.53
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7504.3
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In Sub-Structure
94.82
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7519.76
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In Super structure
225.5
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7641.97
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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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
1292
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190.79
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Providing and laying boulder appron for bed protection & pitching on slopes 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 & 1302
293.6
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1347.65
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge
184.85
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1863.22
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
90
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256.84
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
2035.6
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422.19
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Providing and fixing of typical masonry PMGSY informatory sign board with Logo as per MORD specifications and drawing. Brick masonry board with writting area 1.5mx0.9m and 0.115m border. 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 colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 of MoRD etc. complete and as per direction of the Engineer -in- charge.
3
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10178.02
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Providing and fixing of typical PMGSYCitizen Board made of 1.6mm thick MS sheet duly stove enameled on both side with lettering and printing arrows, border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade & colour fixed & supported on 75mmx75mmx6mmM.S.angle 3500mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701 and as per direction of the Engineer -in- charge.
3
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16692.71
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Providing and fixing of semi-reflectorised cautionary, mandatory and iformatory sign as per IRC-67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width & required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 fixed & supported on 47mmx47mmx12SWG sheet tube 3050mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701.2.2 and as per direction of the Engineer -in- charge.
45
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1479.49
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Reinforced cement concrete M15 grade Kilomitre stoneof Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete and as per direction of the Engineer -in- charge.
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-
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Fixing of 5th. Km. Stone
2
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3181.4
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Fixing of Km. Stone
10
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1924.49
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Fixing or 200m Stone
56
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556.02
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Providing and fixing of Guard Post und by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701.2.2 and as per direction of the Engineer -in- charge.
660
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877.97
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Providing and fixing of typical masonry Place identification and direction sign board as per MORD specifications and drawing. Brick masonry board with writting area 1.5mx0.9m and 0.115m border. 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 colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 of MoRD etc. complete and as per direction of the Engineer -in- charge.
11
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1931.83
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Construction of Bridge over Local Nallah at 10.500 Km.
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3
1520.05
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32.84
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Earth work in excavation in foundation in all kinds of soil withen 50m intial lead and 1.5m intial lift including rough dressing and breaking clods to max 5cm to 7cm and laying in layers not exceeding.3m in depth etc. complete including shoring, shuttering &dewatering etc. complete.as per specification and direction of the Engineer-in-charge
399.31
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299.13
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Earth work in Excavation in foundation in soft rock or disintegrated rock with all leads and lifts including shoring, shuttering, propping bullahas, pilling, diwatering from the foundation, supply and working of pumps stacking the excavated material away from the working area etc complete.
532.42
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51.27
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Earth work in Excavation in foundation in hard rock or granite rock blasting prohibited with all leads and lifts including shoring, shuttering, propping bullahas, pilling, diwatering from the foundation, supply and working of pumps stacking the excavated material away from the working area etc complete.
399.31
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243.88
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Cement concrete (1:3:6) in foundation & plinth with 4cm.crusher broken hard granite broken metal of approved quality from approved quarry including hoisting lowering & laying in laying in layer not exceeding 150mm.thick with proper packing & ramming each layer of concrete by means of vibrator including curing,dewatering, shoring,shuttering if necessary at the time of laying concrete with cost,conveyance, royality and all taxes of materials for the work etc.complete as per specification & direction of the Engineer-in-charge.
202.58
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4447.68
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Cement concrete M-15 (1:2:5:5) in foundation & plinth using with 12mm.crusher broken hard granite broken metal of approved quality from approved quarry including hoisting lowering & laying in laying in layer not exceeding 150mm.thick with proper packing & ramming each layer of concrete by means of vibrator including curing,dewatering, shoring,shuttering if necessary at the time of laying concrete with cost,conveyance, royality and all taxes of materials for the work etc.complete as per specification & direction of the Engineer-in-charge.
-
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-
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In Foundation
47.61
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4349.1
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Up to Bed
262.46
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4592.98
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RCC of nominal mix design of M30 grade having specific characteries compressive strength/ target mean strength of 200Kg/cm2 in design mix with minimum quantity of cement as specified in IRC code of 150mm cube ar 28 days curing after mixing and tests conducted in accordance with relivent clauses of IS-456 /516 /IRC-216 /1987/IRC-78 /1983 using crusher broken hard granite aggreegates of sizze20mm and down graded propertion as specified cluases -302.62of IRC-21/1987 and IS-10262 and subject to mix design confirmto the grading and propertion of different materials for concrete of approved quality and obtained from approved qurry including hoisting lowering and laying concrete in layers not exceeding 15cm thick compacting with vibratorswatering curring for 28 days including centering shuttering and farm works finshed the exposed surface smooth water tight providing bads and grooves whereever necessary including cost conveyance ,royality. and all other materials with all leads and lifts cost of all labour materials ,Machineries and as per the direction of the Engnieer in charge.
-
-
-
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Approach slab
18.27
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6850.41
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Ralling & Post
7.52
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7410.11
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RCC of nominal mix design of M25 grade for well steniing having minimum compressive strength and minimum quantity of cement as specified /target mean strength of 250Kg/cm2 in design mix with minimum quantity of cement as specified in IRC code of 150 x150x150 mm cube at 28 days curring after mixing and tests conducted in accordance with relevent cluses IS-456/516/IRC and conforming to clause302 of IRC-21/87 using crusher broken hard granite aggregates of size 20mm and down graded from approved quarry the propertion mix grading conformity to relivent clauses ISI & IRC course preapproved including arrangement to reinforcement as per drawing including hoisting ,lowering , & laying concrete in layers not exceeding 15cm thick compacting with vibretors watering curing for 28 days including centering shuttering and farm works finished the exposed surface smooth providing groves or beds whereever necessary including cost conveyance royality and all other of matrials with all leads and lifts cost of all labour materials ,machinaries and dismentaling farmwork and excluding cost conveyance of rod etc.complete as per direction of the Engineer -in-charge.
-
-
-
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In foundation
181.07
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5653.76
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substurcture
169.55
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5986.27
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Super structure
306.47
-
6518.29
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RCC of nominal mix design of M30 grade having specific characteries compressive strength/ target mean strength of 200Kg/cm2 ,250Kg/cm2 in design mix with minimum quantity of cement as specified in IRC code of 150x150x150mm cube ar 28 days curing after mixing and tests conducted in accordance with relivent clauses of IS-456 /516 /IRC-216 /1987/IRC-78 /1983 using crusher broken hard granite aggreegates of sizze20mm and down graded propertion as specified cluases -302.62of IRC-21/1987 and IS-10262 and subject to mix design confirmto the grading and propertion of different materials for concrete of approved quality and obtained from approved qurry including hoisting lowering and laying concrete in layers not exceeding 15cm thick compacting with vibratorswatering curring for 28 days including centering shuttering and farm works finshed the exposed surface smooth water tight providing bads and grooves whereever necessary including cost conveyance ,royality. and all other materials with all leads and lifts cost of all labour materials ,Machineries and as per the direction of the Engnieer in charge ,
28.27
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5829.29
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Supply HYSD bars confirmi g to grade S-415 cutting, bending, binding, lapping, splicing, welding etc(confirming to ISI specification) & jointing if necessary by lapping and tying the grills and placing in position as required for the work as per the approved design,hoisting,lowering and laying position including cost,conveyance of tor steel & binding wires of 18 to 20gauge ( as to be approved by the Deptt) etc. complete (weight of binding wire shall not be considered for payment at all co-efficient of different sizes of the steel shall be considered and welding & lapping should confirm th relevant clause of IRC/1987
-
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-
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Sub structure
335.59
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7519.76
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Super stucture
325.1
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7641.97
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Rough stone dry packing in approns & revetment with hard of designed thickness on slope using 30cmand above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interstics with small stones by wedging & hamering and finishing to proper slope including dewatering and T&P articles etc. complete as per specification & .Hand broken granite stones should be stacked at work site in regular stacks for use in the work with all leads and lifts as per the direction of the Engineer-in-charge.
589.59
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1347.65
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Providing 600mm thick filter media in the rear of abutment & wing wall with 5cm. Size & down graded clean hand broken granite meta ofapproved quality from approved quarry as per specification & direction of the E.I.C. including cost,conveyance royality and tax es of all materuials T&P articles required for the work etc.complet.
93.37
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1863.22
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Supplying & filling good clean river sand inside the well/approach road including watering to complete saturation & ramming complete with all leads & lifts including cost.Conveyance royality & taxes of all material & cost of all labour & T&P required for the work complete (measurement will be taken for compacted section as per direction of Engineer-in-charge.)
256.4
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743.36
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Providing Gravel packing laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.
81
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854.87
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Providing weep hoels in the abutment & wingwalls 8.00cm.x23.00cm.size in rear complete as per drawing & drawing including providing centering & shuttering with cost,conveyance and taxes of all materials required for the work etc. complete and as per the direction of the Engineer-in-charge.
69
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190.79
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Construction of RCC guard posts of 150 mm dia & 1M long CC(1:2:4)grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technival Specification Clause.
302
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880
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Providing fitting and fixing expansion joints with bitumen joints filter 12mm. thick 7 joints sealing compound at top including salitex board with cost,conveyancce taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-charge.
26.59
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1120.33
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Providing & laying tar paper of approved design and drawing & specification of Ministry of Transport Govt.of India filling the joints with approved joint sealing compound as per required for the work etc.complete.
32.88
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14.61
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Routine Maintenance
Routine Maintenance after completion of construction works for 1st Year
11.12
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96672.66
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Routine Maintenance after completion of construction works for 2nd Year
11.12
-
116007.19
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Routine Maintenance after completion of construction works for 3rd Year
11.12
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135791.37
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Routine Maintenance after completion of construction works for 4th Year
11.12
-
154766.19
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Routine Maintenance after completion of construction works for 5th Year
11.12
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173741.01
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