Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date20 Jul 2021
Closing Date9 Aug 2021
Tender Amount₹ 6,36,18,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_111956_1Bid Award Id
ViewTender No
OR20448Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Reinforced cement concret
0.4
-
1193.03
Above 600 mm dia to 900 mm dia
2
-
262.55
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a all leads as per Technical Specification Clause 301 & 303 and as per the direction of the Engineer-in-charge.
31163.9
-
163.17
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 of MoRD and as per the direction of the Engineer-in-charge.
573.4
-
30.01
Construction of granular sub-base by providing well graded material, {non crushable stone ) 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,complite as pertechnical specification clause 401.
6728.47
-
526
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 such as (Moorum Sand Admixture) to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by manual means and as per the direction of the Engineer-in-charge
-
-
-
i) Grading No.-II (63 mm to 45 mm)
2545.84
-
2391.07
i) Grading No.-III (53 mm to 22.4 mm)
2604.9
-
2409.29
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 (as per table 500.1 A) using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface and as per the direction of the Engineer-in-charge.
33944.5
-
45.36
Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
33944.5
-
15.14
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates by cold mix Technology, by using MS grade of approved bitumen 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 type -C per technical specification clause 508. and as per direction of Engineer-in charge.
33944.5
-
162.79
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 (By Cold Mix Technology using SS1 grade of Bitumen) and as per direction of Engineer-in charge.
33944.5
-
66.32
Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge.
17950
-
18.52
Construction of un-reinforced, plane cement panneled (0.5m x 0.5m) concrete pavement of 100mm, thickness as per thee design, over a prepaired sub base, with 43 grade cement or any other type as per cluse 1501.2.2 M30 (Grade), course and fine aggregate conforming to IS:383, maximum size of course aggregate not exceeding 25mm, mixed in a concrete mixture of not less the 0.2 cum capacity and appropriate weight batcher using the approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 25mm micro 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 vibrator and finished in the contineous operation includion provision of construction and expansion, construction joint, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14-days, water finishing to lines and grade as per drawing and Technical Specification cluse 1501.panels are to be made by cuttion grooves of 3 to 5 mm thick and 25 to 30 mm deep in CC Slab. The grooves are to be filled with VG-30 Bitumen with a spray of fine sand at top.
168
-
5534.13
Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing and technical specification Clause 305 & 1101.4 of MORD specification for Rural roads includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
1667.6
-
299.13
Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge.
288.03
-
718.83
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 804, 805, 806, 807, 1203 & 1207 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge.
-
-
-
(B) M-15 Nominal mix (1:2.5:5)
307.78
-
4387.95
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 803, 804, 805, 806, 807, 1203 ans 1206 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge.
-
-
-
(A) PCC M-15 nominal mix
522.31
-
4634.06
Providing and laying reinforced cement concrete in Foundation as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge.
-
-
-
RCC M-25
16.63
-
5704.43
Supplying, fitting, and placing HYSD bar (Fe 500) reinforcement in Superstructure complete as per drawing and technical specifications Clauses 1000, and 1200 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge.
12.86
-
7847.87
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 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
30
-
143.63
Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar jonit with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head walls and parapets as per clause 1101 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
600mm dia (Single row)
10
-
2709.98
1000mm dia (Single row)
140
-
6120.94
1200mm dia (Single row)
10
-
7888.02
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 of MoRD and as per the direction of the Engineer-in-charge.
279.82
-
1420.61
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm 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 75 mm 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 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 and as per direction of the Engineer-in-charge.
2
-
9668.96
Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD and as per the direction of the Engineer-in-charge.
-
-
-
i) Fifth kilometer stone
2
-
3182.69
i) Ordinary kilometer stone
8
-
1928.9
ii) 200 mm stone
37
-
560.05
Construction of RCC guard posts of 200 mm dia M15 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 Technical Specification Clause
203
-
571.86
Providing and fixing of typical PMGSY Citisen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1.
2
-
15721.89
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1700 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1700,300 & 800 of MORD etc. complete as per direction of the Engineer-in-Charge
37
-
1368.87
Reinforced Cement Concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification Clause 1704.
74
-
593.25
Construction of prposed Bridge over Kaldapalli Nallah at 3rd Km on Podia to MV 49 Road in the district of Malkangiri. (OR-20-LB 61)
-
-
-
Clearing grass and removal of rubbish on both side of the road to facilitate widening of berms ,disposal of the stuff including all labour, T&P articles required for the work etc. complete as per cluse 201 of MORD by manual means etc. complete as per direction of the Engineer-in-charge
450
-
1.5
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirements of table No 300 - 2. for rural roads & as per direction of the Engineer-in-Charge.
2306
-
163.17
Construction of soil aggregate sub base by providing well graded material of nominal maximum size grading 20 mm as per table 2.3 of IRC sp 77 2008, sprading in uniform layers with tractor mount appropriate grading arrangement on prepared surface mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheeled 80-100 Kn static roller to achieve the desired density as per the specification contenied in para 2.2.3.6 and 3.7 of IRC sp77 2008 and as per the direction of Engineer in charge.
117.63
-
526
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 & camber, applying & brooming, crushable screening/Stone Screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge.
-
-
-
Grading II
42.19
-
2391.07
Grading III
42.19
-
2409.29
Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
562.5
-
45.36
Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
562.5
-
15.14
Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm - 5.6mm aggregate using VG-30 penetration grade bitumen 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 80-100KN static roller capacity, finished to required level and grades to be followed by seal coat of type-C as per clause 508 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work by manual means and as per direction of Engineer-in charge.
562.5
-
161.28
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 clause 510 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work with VG-30 grade bitumen laid by manual means and as per direction of Engineer in charge.
562.5
-
59.46
Excavation of road way in soil with hyudrulic excavatir if 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requiremetns of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m. and lead upto 1000m. as per Technical Specification Clause 302.3 of MORD.and as per the direction of the Engineer-in-charge
5173.3
-
32.84
Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material.
1376.4
-
299.13
Excavation of foundation in soft rock or disintegrate rock with all leads and lifts, including shorting shuttering propping bullahs, piling dewatering from foundation, supplying and working pumps and staking the excavated
materials away from working area as ordered by the Engineer-in-charge upto 60M complete with coffer dam if required.
371.31
-
89.68
Earth work in excavation of foundation is hard rock or granite rock with all leads and lifts, including dewatering from foundation supplying shoring pumps and working pumps and stacking the excavated materials away from working areas as ordered by Engineer-in-charge upto 60M and complete with coffer dam if required.
185.66
-
232.25
Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge.
20.48
-
718.83
Providing concrete for plain concrete of 1:3:6 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
129.73
-
4283.67
Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
116.84
-
4387.95
Providing concrete for plain concrete of M-15 in Substructure complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
509.94
-
4634.06
Providing and laying reinforced cement concrete of M-25 grade complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge
-
-
-
Foundation
321.97
-
5704.43
Sub Structure
327.2
-
6040
Super Structure
385.5
-
6545.39
Providing and laying reinforced cement concrete of M-30 grade complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge
-
-
-
WEARING COAT (Excluding Reinforement)
34.31
-
5727.44
Approach Slab
17.17
-
5727.44
Supplying, fitting and placing HYSD bar reinforcement in Foundation complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
519.3
-
7712.86
Supplying, fitting and placing HYSD bar reinforcement in Substructure complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
168.8
-
7728.32
Supplying, fitting and placing HYSD bar reinforcement in Superstructure complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
429.4
-
7847.87
Construction of R.C.C railling of M 20 grade in cast-in-situ with 20 mm nominal size aggreagate, true to line and grade, tolerance of vertical ralling 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 and as per the direction of the Engineer-in-charge
121.7
-
1772.11
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
173
-
143.63
Gravel backing in revertment including cost,conveyance & royalty of moorum all labour etc. complete as per the direction of the Engineer-in-Charge.
11.6
-
666.14
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 technical specification as per Clause 1200,1204.3.8 of MoRD and as per direction of the Engineer-in-Charge.
85.01
-
1912.28
Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including all labours, materials ,carriage ,royality & taxes of etc. complete.
60
-
571.86
Back filling behind abutment, wing wall & return wall with granular material including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.
350.03
-
763.96
Providing fitting & fixing true to the line and level of Strip Seaexpansion joints as per approved drawing and technical Specifications as per Section 2607 & MoRTH Specification of Road & Bridge Works( 5th Revision) complete in all respects as per specification & direction of the Engineer-in-Charge.
45
-
9225.98
Saletax Board
35.55
-
1120.33
Providing , fitting, fixing tar papers including all cost, carriage etc complete
26.54
-
14.61
Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer – in – charge including dewatering if required.
719.82
-
1420.61
Routine Maintenance
Routine Maintenance after completion of construction works for 1st Year
9.19
-
42051.17
Routine Maintenance after completion of construction works for 2nd Year
9.19
-
50461.4
Routine Maintenance after completion of construction works for 3rd Year
9.19
-
58871.63
Routine Maintenance after completion of construction works for 4th Year
9.19
-
67281.87
Routine Maintenance after completion of construction works for 5th Year
9.19
-
75692.1
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