Pradhan Mantri Gram Sadak Yojana Tender
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Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_76203_1Bid Award Id
ViewTender No
CCERWCSBD-Online-34/2021-22Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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ROAD A
18580
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5.76
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Construction of embankment/ subgrade/ earthen shoulders with approved materials obtained from borrow pits transporting to site with all leads and lifts, including carriage by mechanical means, spreading, grading to required slope & compacted to meet requirement of table 300.1 and 300.2 as per Technical Specification Clause 301 (for embankment) / 303 (for subgrade & earthen shoulder) of MORD and as per direction of Engineer in charge.
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-
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ROAD A
20072.64
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128.91
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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).
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-
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ROAD A
1219.91
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28.65
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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.
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-
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ROAD A
19120.93
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17.28
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Construction of granular sub-base by providing close grade granular sub-base grading-III material as per table-100-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MOSRT&H Specifications for Road & Bridges work (4th Revision)(A/R-2006 page-160 item No-39).
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-
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ROAD A
3491.11
-
429.85
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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 wheeled steel roller8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density as per clause 404 of MoSRT&H specificarions for Road & Bridge works(4th Revision) .
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-
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Grading No. -II (63-45mm size) with crusable screening like moorum and sand admixure
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-
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ROAD A
1432.38
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2312.07
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Grading No. -III (53-22.4 mm size) with crusable screening like moorum and sand admixure
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-
-
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ROAD A
1332.54
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2432.52
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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.
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-
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ROAD A
17767.13
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35.97
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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.
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-
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ROAD A
17767.13
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11.82
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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 Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge (Excluding cost of Seal Coat).
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-
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ROAD A
17767.13
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195.09
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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 bitumen Emulsion SS-1 laid by manual means and as per direction of Engineer-in-Charge. (COLD MIX).
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-
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ROAD A
17767.13
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79.43
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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.
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-
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ROAD A
244.42
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5729.4
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CULVERTS & PROTECTION
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-
-
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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.
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-
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ROAD A
1457.46
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188.79
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Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
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-
-
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ROAD A
223.44
-
382.56
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Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge
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-
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ROAD A
106.8
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4668.27
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Providing Plain Cement Concrete M15 grade using 40mm size and down graded crusher broken hard granite stone aggregate of approved quality from approved quarry,using branded cement including rigid steel centring formwork including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibtator to proper slope and level incuding watering and curing with cost conveyance, royalty and taxes of all materials required for the work including hire and running charges of machineries required for the work including all labour , T&P for the work ect. complete in all respect as per the specification and direction of the Engineer – in – charge.
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-
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FOUNDATION
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-
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ROAD A
111.53
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4403.75
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Sub Structure
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-
-
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ROAD A
1044.97
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4506.89
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R.C.C. M-25 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips & using branded cement including rigid steel centring formwork including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
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-
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SUPER STRUCTURE
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-
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ROAD A
31.62
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7728.85
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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
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-
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ROAD A
4.28
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5580.24
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Providing HYSD bar (Fe 500/Fe550 of TATA,SAIL,RINL,ZINDAL ,SHYAM Steel etc as per SOR) confirming to approved grade F-415 including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge.
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-
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ROAD A
35.9
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9146.17
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Providing and laying of Filter Media with Stone Crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2. of MORTH Specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size.
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-
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ROAD A
55.18
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2052.78
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Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.
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-
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600 mm dia Single row
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-
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ROAD A
15
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2522.7
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1000 mm dia Single row
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-
-
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ROAD A
67.5
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5711.96
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1200 mm dia Single row
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-
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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.
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-
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ROAD A
49.28
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1624.89
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Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete.
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-
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ROAD A
283
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104.87
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Providing and fixing of typical 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 .
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-
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ROAD A
2
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9037.43
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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 1701.2.2 of MoRD
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-
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600mm equilateral triangle
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-
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ROAD A
15
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1887.7
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Providing and fixing of semi-reflectorised direction & place identification sign as per IRC-67 made of 2mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 70 mm width & required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 fixed & supported on 47mmx47mmx12SWG sheet tube 3050mm long duly strenghting by 25mmx5mm flat iron on edges 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.
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-
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ROAD A
15
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1762.92
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Providing and fixing of typical MMSY Citizen sign board with logo as per MORD specifications and drawing. Two MS plates of 2mm thick, top & middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The flat iron frame of both plate will be welded to 2nos 75mmx75mm of 12SWG sheet tubes posts duly embeded in C.C. M-15 grade blocks of 600mmx600mmx750mm, 750mm below ground level. The top most dimond plate will be welded to middle plate by 47mmx47mm of 12SWG steel tube. All M.S. will be stove enameled on both sides. Lettering & printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quailty in required shade & colour. All sections of framed posts & steel tubes will be painted with primer & two coats of paint as per drawing clause 1701 and Annexure 1700.1
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-
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ROAD A
2
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8998
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Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification.
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-
-
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Fixing of 5th. Km. Stone
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-
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ROAD A
1
-
3119.58
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Fixing of Km. Stone
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-
-
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ROAD A
4
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1852.68
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Fixing or 200m Stone
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-
-
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ROAD A
20
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565.47
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Guide Post (M-20)
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-
-
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ROAD A
100
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621.07
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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
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-
-
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1st year
-
-
-
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ROAD A
765
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290.78
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2nd year
-
-
-
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ROAD A
918
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290.78
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3rd year
-
-
-
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ROAD A
1071
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290.78
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.
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-
-
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1st year
-
-
-
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ROAD A
1485
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36.12
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2nd year
-
-
-
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ROAD A
1782
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36.12
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3rd year
-
-
-
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ROAD A
2079
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36.12
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
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-
-
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1st year
-
-
-
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ROAD A
270
-
14.2
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2nd year
-
-
-
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ROAD A
324
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14.2
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3rd year
-
-
-
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ROAD A
378
-
14.2
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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
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-
-
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1st year
-
-
-
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ROAD A
212.25
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305.75
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2nd year
-
-
-
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ROAD A
254.7
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305.75
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3rd year
-
-
-
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ROAD A
297.15
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305.75
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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.
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-
-
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1st year
-
-
-
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ROAD A
1
-
1297.98
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2nd year
-
-
-
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ROAD A
1
-
1297.98
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3rd year
-
-
-
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ROAD A
1
-
1297.98
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Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.
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-
-
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1st year
-
-
-
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ROAD A
5
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695.1
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2nd year
-
-
-
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ROAD A
5
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695.1
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3rd year
-
-
-
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ROAD A
5
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695.1
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Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
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-
-
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1st year
-
-
-
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ROAD A
50
-
125.16
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2nd year
-
-
-
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ROAD A
50
-
125.16
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3rd year
-
-
-
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ROAD A
50
-
125.16
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Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
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1st year
-
-
-
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ROAD A
200
-
7.65
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2nd year
-
-
-
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ROAD A
200
-
7.65
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3rd year
-
-
-
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ROAD A
200
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7.65
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Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
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1st year
-
-
-
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ROAD A
1725
-
2.55
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2nd year
-
-
-
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ROAD A
2070
-
2.55
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3rd year
-
-
-
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ROAD A
2415
-
2.55
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