Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Nov 2024
Closing Date2 Dec 2024
Tender Amount₹ 19,46,43,655
Costs
EMD
₹ 38,92,873Document Cost
₹ 20,000Tender Fee
Refer Documents
Summary
Construction I/c Metalling And Blacktopping Of A Road From T02- Mawkynrew To Nohron
Description
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Contact
Tender Id
2024_CEMEG_137294_1Tender No
MG02III0203Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1……etc.
4920
86
-
Granular Sub-base
Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE.
(A) By mixing in place method. (ii) For Grading II Material
2691.75
4038
-
Cement Treated Base:
Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.
7574.81
5261
-
Prime Coat:
(i) 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 Technical Specification Clause 502
75747.5
34
-
Mix Seal Surfacing:
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509(I) Bitumen (S-90) Type A
75747.5
350
-
Tack Coat:
(i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75747.5
13
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1.
5985
520
-
Kilometre Stone: 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) 5th Kilometer Stone (Precast)
3
5415
-
ii) Ordinary Kilometer Stone (Precast)
17
3121
-
iii) 200 m stone (precast)
76
876
-
Traffic Signs
1. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm belowg round level as per drawings and Technical Specification Clause 801
(ii)600 mm equilateral triangle
210
2974
-
iii)600 mm circular
76
3438
-
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. epoxy paint as per drawing Clause 1701 and Annexure 1700.1
(i) Citizen Informatory Board of PMGSY
1
39046
-
(ii) Providing & fixing Logo of PMGSY
7
39046
-
(iii) Maintenance board of PMGSY
1
32839
-
(i) Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
4608.28
212
-
CONSTRUCTION OF LINED SURFACE DRAIN
-
-
-
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 backfilling in trenches with excavated suitable material. (i). Ordinary soil
1985.45
363
-
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
533.78
4774
-
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
1. PCC grade M10 (ii) Nominal mix 1:3.6 (Hand mixing)
780.03
8493
-
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
4005
378
-
HPC
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
4416.26
363
-
Bedding for Pipe
(i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
(i) Nominal mix (1:2.5:5)
22.19
8600
-
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
227.72
8493
-
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109. (A) In 1:4 cement mortar
2637.89
8417
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
637.5
7703
-
Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m.
756.84
4315
-
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
693.6
3921
-
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
2902.41
378
-
RCC Slab Cover
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary rock (not required blasting)
951.3
454
-
Providing and laying of dry rubble flooring complete………..etc
127.05
4774
-
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
70.7
8493
-
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109. (A) In 1:4 cement mortar
564.48
8417
-
Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses
1319.15
378
-
Providing precast reinforced concrete slab(200mm thick) in proportion 1:2:4 with stone aggregate 20mm down graded with 16mm dia torsteel reinforcement mainbars at bottom @100mm c/c 12mm dia at the top @200mm c/c and 10 mm dia @ 200mm c/c as distribution bars both ways including shuttering, curing, carriage of sand and aggregates etc. within 200mm including fitting, fixing in position complete as directed(rate inclusive of reinforcements).
770
2680
-
Walls
-
-
-
(i) Earthwork in excavation for structures (Rate as per item No.11.1 of Chapter 11)
286.2
363
-
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
11.58
8493
-
(iii) Stone masonry in cement mortar 1:5 (Rate as per item No. 12.4 (III) (iii) of Chapter 12)
253.73
10694
-
(vi) Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m
Rate as per item No. 12.11 of Chapter 12
45
4315
-
Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses
149.76
378
-
Good and Service Tax (18%)
0.18
-
-
Five Years Maintenance
-
-
-
Maintenance for 1st Year
19
158678
-
Maintenance for 2nd Year
19
171687
-
Maintenance for 3rd Year
19
185997
-
Maintenance for 4th Year
19
201739
-
Maintenance for 5th Year
19
219054
-
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