Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date11 Nov 2024
Closing Date2 Dec 2024
Tender Amount₹ 5,79,76,827
Costs
EMD
₹ 11,59,537Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMEG_137303_1Tender No
MG07III0501B1Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
1166
137
-
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
333
221
-
Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
166.51
451
-
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 of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
1380.79
222
-
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 1000 m as per Technical Specification Clause 303.1.
174
659
-
GSB- Construction of granular sub-base by providing well graded material, 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.
235.29
3855
-
CTB: 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.
153.49
4947
-
Prime Coat- 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
1534.88
49
-
Tack Coat- 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..
1534.88
16
-
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
1534.88
304
-
Supply, Fitting, and Fixing R.C. Guard : Post 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4 nos of 12mm dia MS road of length 1.54m as main reinforcement including loading into the truck and unloading at site complete in all respects.
200
1025
-
Foundation
-
-
-
Earthwork in excavation for strcutures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and vracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material- (i) upto 3.0m depth
366.47
363
-
Earthwork in excavation for strcutures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and vracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material- (ii) 3m to 6m depth
583.07
431
-
Providing concrete for Plain/Reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 & 1203- PCC M 15 (i) Nominal mix 1:2.5:5 in leveling course below Abutment, pier
19.69
8415
-
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. RCC M 30 Grade
Case – I : Using Concrete Mixer
194.69
14128
-
Supplying, fitting and palcing HYSD bar reinforcement in foundation complete as per drawing and technical specifications clause 1000 and 1202
7.99
76471
-
Substructure
-
-
-
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204. A. With Crushed stone- IV. RCC Grade M30-(I) Height up to 5.0m
208.06
15854
-
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204. A. With Crushed stone- IV. RCC Grade M30-(I) Height 5.0m to 10.0 m
202.56
16382
-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications clause 1002, 1005, 1010 & 1202
27.65
76640
-
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
560
1020
-
Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
993
758
-
Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
280
959
-
Providing weep holes in Brick masonry/Plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope IV: 20H towards drawins face. Complete as per drawing and Technical s
60
528
-
Backfill behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8- Granular Material
90.04
3161
-
Providing and laying filter media with granular crushed aggregates as per specification to a thickness not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall
35.61
3847
-
Superstructure
-
-
-
Furnishing and Placing Reinforced/Pre stressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork. (N) Without plasticiser- B. PSC Grade M35- (p) Height up to 5.0 m
124.95
19938
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (a) TMT- IS 1786 (Fe- 500 D) from Primary Producer: TAT/SAIL/Esser Steel/ Shyam Steel/RINL) in Superstructure complete as per drawing and technical specifications. Clauses 1002, 1010 and 1202
23.65
78510
-
Supply and fabrication of steel work at Fabricators workshop comprising of Main Girders, Cross Girders, Connecting plates, stringers, stiffening plates etc. from steel plates and structural steel of specified grades as per approved drawing including straightening,descaling, degreasing, cutting to size and shape, drilling, welding and grinding, supply of all MS / HTS shop or site bolts, nuts & washers, holding down bolts and nuts etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, stacking in protected condition etc complete as per specification and as directed by the Engineer in charge (Carriage cost from fabricator workshop to actual bridge site will be paid separately).
COMPOSITE BRIDGE
148.79
101276
-
Taking delivery of fabricated steel work from stacks at site as necessary, assembling and erection at site as necessary, assembling and erection of fabricated steel structure to proper line, level and camber as per approved drawings complete in asll respect including transportation and handling supply of all fasteners. Painting of all exposed surfaces of steel work after erection with one coat of red lead conforming to IS-102 and two coats Aluminium paint to IS-2339,
grouting of anchor bolts in position, including all labour, consumables, materials, machinery, tools and tackles complete as per specification and as directed by the Engineer in charge
COMPOSITE BRIDGE
148.79
34187
-
Providing and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3. (A) With crushed stone.
37.54
16546
-
Construction of RCC railing of M25 Grade in cast insitu with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 centre to centre spacing between vertical post not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3
52.62
3387
-
Drainage spouts complete as per approved drawings and technical specification clause 1209.
20
2091
-
PCC M15 ordinary grade (1:2.5:5) in levelling course below approach slab complete as per drawing and technical specifications clause 800 & 1211. (A) With crushed stone.
4.46
8178
-
RCC approach slab with M25 grade approach slab including reinforcement and form work complete as per drawing and technical specifications clauses 800 & 1211. (A) With crushed stone.
8.93
14905
-
Providing and laying strip seal expansion joint catering to maximum horizontal movement up to 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation.
16.9
8290
-
PROTECTION WORKS
-
-
-
Providing and laying boulders apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm×100mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications clause 1301.
244.1
12353
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications clause 1302. I. Stone/Boulder
362.88
3619
-
Providing and laying filter material underneath pitching in slopes as per drawing and technical specification clause 1302.
272.16
4704
-
Good and Service Tax (18%)
0.18
-
-
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