Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Feb 2019
Closing Date21 Feb 2019
Tender Amount₹ 2,31,34,000
Costs
EMD
₹ 4,62,680Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package No.or-20-433/bii 2018-19
Description
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Contact
Tender Id
2019_CERWI_73409_25Bid Award Id
ViewTender No
SERWSCSBD Online - 22/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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GEM & Bid Advisory Services
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BOQ Items
Construction of embankment with approved material obtained from borrow pits with all lead and lift, transporting to site, spreading, grading to required slope and compacting to meet requirement as per MoRD Rural roads Specification Clause 301as per the direction of Engineer in charge by manual means.
13098.91
-
160.51
Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.
170.44
-
28.44
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.
15.26
-
480.01
Construction of Granular sub-base (Gradign III) by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator to achive PI value less then 6 at compacting at OMC with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 of MORD specification for Rural roads by mix in place method and as per direction of Engineer-in charge.
507.85
-
469.68
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 grading B 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 & as per direction of Engineer-in-Charge.
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-
-
(a) WBM Grading - II
1646.6
-
2091.8
(b) WBM Grading - III
1349.41
-
2130.75
Providing and applying Primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70-1.00kg/sqm using mechanical means as per technical specification clause 502 of MORD specification for Rural roads for Low porositysurface and as per direction of Engineer-in charge
18283.5
-
33.51
Providing and applying Tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25-0.30kg/sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503 of MORD specification for Rural roads and as per direction of Engineer-in charge
18283.5
-
11.56
Providing, laying and rolling of open graded Premix carpet of 20mm thickness composed of 13.2mm-5.6mm agregate using S-65 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 technical specification clause 508 of MORD specification for Rural roads by manual means and as per direction of Engineer-in charge.
-
-
130.41
Providing and laying Seal coat sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall using Type-C as per technical specification clause 510 of MORD specification for Rural roads with S-65 grade bitumen laid by manual means and as per direction of Engineer in charge
-
-
43.77
Fine dressing and turfing including transportation of turfs by mechanical means with all leads and lifts and placing the turfs in position and ramming with thappies including watering and cost of labour and all materials etc complete asper direction of Engineer-in charge.
13131.2
-
17.83
Construction of un-reinforced dowel jointed at expansion and construction joints, 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 25 mm, 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 fixing of 125micron thick polythene film, wedges, steel plate including levelling the formwork 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, & using plasticizer with out affecting the strength of concrete as per IS -9103 sealant, curring of concrete slab with water, finising to lines and grade as per drawing and Technical Specification Clause 1501 of
783.84
-
5063.21
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 305.1 of MORD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfilling with approved material upto 3mt. as per direction of Engineer-in-Charge.
733.1
-
272.07
Filling sand in Foundation Trenches with Sand as per drawing and technical specification Clause 305.3.9 & 1108 of MoRD & as per direction of Engineer-in-Charge.
32.4
-
524.77
Providing Plaincement concrete in Foundation complete as per drawing and technical specifications Clauses 800 & 1200 of MORD and as per direction of Engineer in charge
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-
-
(b) P.C.C grade M 15 Nominal mix (1:2.5:5)
204.34
-
3960.95
Providing and laying Reinforced cement concrete M - 25 complete as per drawing and technical specification Clauses 802, 804,805, 806,807, 1202 & 1204 of MORD inluding cost,conveyance,royalties,taxes of all materials etc,complete as per direction of the Engineer -in-charge.
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-
-
Super-Structure
-
-
-
Abutment Pier Cap, Dirt Wall
11.61
-
5970.69
Raft
3.46
-
5205.89
Deck Slab
3.46
-
5970.69
Rib Hunch
14.4
-
5511.43
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
1.28
-
2536.69
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
-
-
-
Foundation
3.11
-
6261.99
Sub-Structure
16.25
-
6276.02
Super-Structure
23.36
-
6387.12
Providing Filter media to the rear of the abutment and wing wall using 53mm and down graded CBHG stone agregate as per specification not less than 600 mm thick with smaller size towards the soil and the bigger size towards the wall and providing the entire surface behind the abutment, wing wall, return wall to the full height, compacted to firm condition compelte as epr drawing and technical specification Clause 1204.3.8 of MORD etc including cost convyance royalities, taxes of all materials cost of all labours etc complete and as per direction of the Engineer -in- charge.
36.87
-
1643.79
Providing Plaincement concrete of M15 grade nominal mix (1:2.5:5) in Sub-structure complete as per drawing and technical specifications Clauses 800 & 1200 of MORD and as per direction of Engineer in charge.
383.14
-
4182.42
Providing and laying R.C.C. Hume pipe NP3 for culverts including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonry work in head wall and parapets as per MORD technical Specification Clause 1106 etc complete and as per direction of Engineer-in-Charge.
-
-
-
1000 mm dia H.P. Culvert (Single Row)
45
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6424.21
1000 mm dia H.P. Culvert (Double Row)
15
-
12891.75
Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge
122.78
-
1150.49
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 asper direction of Engineer-in charge
186
-
172.58
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 as per direction of Engineer-in-Charge.
2
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9625.28
Providing and fixing of typical PMGSY Citizen informatry sign board with Logo as per MORD specification and drawing. 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 to 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 and as per direction of the Engineer in Charge.
2
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15684.54
Providing and fixing of typical PMGSY logos 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.
1
-
10000
Reinforced cement concrete M15 grade km stone / local stone of standard design as per IRC : 8 fixing in position including painting & printing etc. as per drawing and technical specification clause 1703 of MORD and as per direction of Engineer-in-Charge.
-
-
-
( B )1 Km. stone
6
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1748.21
( C )200 Mtr. stone
23
-
498.42
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 1701.3.9 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 1701 of MoRD & as per direction of Engineer-in-Charge.
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(a) 600mm equilateral triangle
34
-
1415.97
(b) 600mm dia circular
6
-
1867.54
Providing & fixing RCC M-15 grade boundary pillars / local stone of standard design as per IRC-25 fixed position including finishing & lettering as per drawing and Technical Specifications MORD clause 1704 of MoRD as per direction of Engineer-in-Charge.
57
-
774.79
Routine Maintenance
Routine Maintenance after completion of construction works for 1st Year
5.66
-
-
Routine Maintenance after completion of construction works for 2nd Year
5.66
-
-
Routine Maintenance after completion of construction works for 3rd Year
5.66
-
-
Routine Maintenance after completion of construction works for 4th Year
5.66
-
-
Routine Maintenance after completion of construction works for 5th Year
5.66
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