Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 5,56,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEASM_70235_3Bid Award Id
ViewTender No
CE/PMGSY/78/2017-18/17Tender 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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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m.(Pile diameter-1000mm)
532
-
12534.94
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Pile load test on single vertical pile in accordance with IS:2911(Part-IV)
a) Initial and routine load test
150
-
374.55
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Providing and lying of PCC M15 levelling course 100mm thick below the pile cap as per drawing and technical specifications Cl.1100 & 1700 of MoRT&H
14.42
-
6827.03
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. B RCC Grade M25 (I) Using Concrete Mixer
196.22
-
8887.05
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Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (Refer to quantity estimation)(TATA MAKE TMT REBAR)
79.71
-
62827.93
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Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. Case – I : Using Concrete Mixer F. RCC M-25 Grade i. Height upto 5.0m
101.42
-
8837.11
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Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
11.94
-
62966.4
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
161280
-
1.15
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Furnishing and Placing Reinforced/Prestressed cement
concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. For RCC T Beam and Slab ii. RCC M-25 Grade Case I. usuing concrete mixture i. Height upto 5.0m
156
-
9058.44
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Supplying , fitting and placing TMT bar reinforcemet in super structurecomplete as per drawing and technical specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
24.16
-
63922.07
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Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification of Clauses 800 and 1206.3 A) With Natural gravel
21.74
-
12715.41
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Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm as per drawing and technical specifications clause 800,900,1208.3
108.08
-
1956.74
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Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surfaces of the deck concrete, welding of 8mm dia, 100mm long galvanized nails spaced 300mm C/C along the center line of the plate , all as specified in clause 2604.)
25.35
-
1473.23
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification .
25.35
-
342.77
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Drainage Spouts complete as per drawing and technical specifications
16
-
7210.66
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Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications
A. Stone/Boulder
182.15
-
3124.61
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Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
91.08
-
3600.29
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Boulder laid in wire crates. Providing and laying boulder Apron laid in wire crates made with 4 mm dia GI wire conforming to IS 280 & IS 4826 in 100 mm * 100 mm mesh weaved digonally including 10 % extra for laps and joints laid with stone boulders weighing not less than 40 kg each
211.32
-
4065.18
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Construction of embankment with approved materials 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 table 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 By Mechanical Means: Private land
14271.2
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261.73
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Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,tansporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical specification Clause 303.1 By Mechanical Means: Private Land
929.3
-
324.95
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Construction of granular sub-base by providing well graded materials, 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,complete as per Technical Specification Clause 401. For Grading II Material
189
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3359.05
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Water Bound Mecadam.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,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -II : By Manual means
94.5
-
5066.22
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Water Bound Mecadam.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,stone screening/binding materials to fill up the interstices of coarse aggregates,watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder.Using stone screening B. Grading -III : By Manual means
94.5
-
5062.61
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Prime coat Low porosity.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 mechnical means as per Technical Specification Clause 502
1260
-
31.67
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Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1260
-
11.58
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Providing, laying and rolling of 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder.Providing,laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100 kN static roller capacity,finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
224.02
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Seal Coat. Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type A , Type B and Type C as per Technical Specification Clause 510 Case -II By Mechnical Means : Crumb Rubber Modified Bitumen (Grade -55)
1260
-
89.13
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Traffic Signs: Retro-reflectorised Traffic Signs. Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mm x 75m x 6mm firmlyfixed to theground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 650mm x 600mm below ground level as per drawings and Technical specfication Clause 801:60 cm equilateral triangle
2
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4225.61
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Providing and Fixing 'Logo' of PMGSY Project. Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat Iron 25mm x 5mm 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 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600m, 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
1
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24354.72
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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 and conforming to the MoSrt&H specifications
78.75
-
780.88
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Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, as per BS:873 (Part 4) 1973
96
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621.75
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Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with deta chablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud-
20
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3630.87
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RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete.
80
-
599.28
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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to
25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway withearth topping complete as per direction of the department.
45
-
13287.45
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