Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 4,71,700Document Cost
₹ 7,100Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEASM_91566_2Bid Award Id
ViewTender No
T-1/CDTRD/SNR/2019-20/1183Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres as per Technical Specification Clause 202. By Mechanical Means. (B) Cement Mortar.
8.33
-
291
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 lead upto 1000 m as per Technical Specification Clause 301.5
(a) Private Land
7985.09
-
155
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical specification Clause 302.3
457.9
-
79
Construction of sub-grade and earthen shoulders construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause.
(a) Private Land
3331.75
-
209
Granular sub base with well Graded Material(A) By mix in place Method -Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare 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. (ii) For Grading Material (Gr-II)
1765.971
-
2466.13
Water Bound Macadam Grading 2 Using stone screening Type-B 11.2 mm for Gr-2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification clause 405
A) By Manual means
1233.27
-
3583.25
Water Bound Macadam Grading 3 Using stone screening Type-A 13.2 mm for Gr-3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification clause 405
A) By Manual means
1233.27
-
3571.56
Providing and applying primer coat with bitumin emulsion (CSS-1) on prepared surface of granular base /WBM / WMM including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical clause 502
(i) Low Porosity
16424.34
-
41
Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification clause 503
16424.34
-
13
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 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line , grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100kN 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
(i) Bitumen (S-65)
16424.34
-
153.82
Seal-Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specific levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
By Mechanical means. Case-II Type -B
(i) Bitumen (S-65)
16424.34
-
54.61
Trafic signs Markings and Road Appurtenances Road Safety & Road Furniture
Providing and erecting direction and place identification of semi reflective sign board as per IRC 67 made of 2mm thick MS sheet duly slove enameled paint white colour in front and grey colour in back with reflective border of 70 mm width and required message letters figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 450mm x 450mm x 600mm. 600mm below ground level as per provided drawing and technical specification clause 1701.
i) 60 cm equilqteral triangle
24
-
2482
Providing and erecting direction and place identification of semi reflective sign board as per IRC 67 made of 2mm thick MS sheet duly slove enameled paint white colour in front and grey colour in back with reflective border of 70 mm width and required message letters figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 450mm x 450mm x 600mm. 600mm below ground level as per provided drawing and technical specification clause 1701.
ii) 60 cm circular
10
-
3384
Providing and erecting direction and place identification of semi reflective sign board as per IRC 67 made of 2mm thick MS sheet duly slove enameled paint white colour in front and grey colour in back with reflective border of 70 mm width and required message letters figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 450mm x 450mm x 600mm. 600mm below ground level as per provided drawing and technical specification clause 1701.
ii) 60 x 45 cm Rectangular
4
-
3931
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (i) Ordinary Kilometer Stone (Precast)
5
-
2058
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
(iii) 200m stone (Precast)
17
-
546
Rumble Stripes:- Provision of 10 nos. rumble ( for each location, 5 nos. either side) strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint.
11
-
2410.58
Excavation for structure
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfillling in trenches with excavated suitable material.
1. Ordinary soil. (i) upto 3m depth.
247.51
-
71
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
15.412
-
5299
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 (in prop. 1:4)
147.59
-
5165
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204.
218.91
-
126.6
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
(ii) Granular material
11.176
-
1134
Providing and laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonary works in head walls and parapets clause 1106 B) 1000m dia
47.25
-
6235
Providing & laying boulder apron for bed protection with stone boulders of minimum size & weight as per table 1300.1, no fragment weighing less than 25 kg. Laid dry complete as per drawing & technical specifications clause 1301
21.6
-
1166
Bedding for pipe :- (ii) Type B (First class) bedding :-Laying (First Class) bedding on well compacted sand, moorum l as per Clause 1105 (ii)
(ii) Sand filling
214.18
-
968
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