Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 5,03,600Document Cost
₹ 7,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEASM_86407_16Bid Award Id
ViewTender No
No. CE/SOPD/PMGSY/ADB/02/2018-19/2Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Water Bound Macadam Providing, laying, spreading and compacting stone aggregate of specific size toWBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100kN static roller in stages to proper grade and camber applying and brooming, stone screening/bindingmaterials to fill up the inter slices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause.405
A) By Manual means
2) Grading-II (A) By manual Means
Mayangpara to Barangabari Road
341.184375
-
3311.5299999999997
Water Bound Macadam Providing, laying, spreading and compacting stone aggregate of specific size toWBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100kN static roller in stages to proper grade and camber applying and brooming, stone screening/bindingmaterials to fill up the inter slices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause.405
A) By Manual means
2) Grading-III (A) By manual Means
Mayangpara to Barangabari Road
416.446875
-
3331.7
Prime Coat ( I) Low porosity Providing and applying primmer coat with bitumin emultion (SS-1) on prepared surcafe 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 Clause 502
Mayangpara to Barangabari Road
5552.625
-
27.9
Tack coat (III) Providing and applying tack coat with bitumin emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification clause 503
Mayangpara to Barangabari Road
5552.625
-
10.2
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 80-100 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.
Case-I By manual Means
(I) Bitumin (S-90)
Mayangpara to Barangabari Road
5552.625
-
135.56
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
Case III Type-C
(I) Bitumin (S-90)
Mayangpara to Barangabari Road
5552.625
-
71.52
Trafic Signs A. Retro- reflectorised Trafic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated 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 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
(iii) 90cm equilateral triangle
Mayangpara to Barangabari Road
4
-
5541.4
Trafic Signs A. Retro- reflectorised Trafic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated 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 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
iii) 600mm circular
Mayangpara to Barangabari Road
6
-
4913.6
Trafic Signs A. Retro- reflectorised Trafic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated 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 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801
(ii) 80cmx60 cm ractangle
Mayangpara to Barangabari Road
2
-
6759.7
Kilometer Stone Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703
(ii)Ordinary Kilometer Stone (precast)
Mayangpara to Barangabari Road
1
-
2116.4
Kilometer Stone Reinforce cement concreter M15 grade kilometer 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) 200 m Stone (precast)
Mayangpara to Barangabari Road
8
-
563.2
Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.
15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
Mayangpara to Barangabari Road
100
-
1072
Planting of Trees and their Maintenance for one Year Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
118
-
831
Construction of RCC Bridge at Ch 1326.00m
Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department)
25
-
1216.7
Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed.
20
-
1525.7
Foundation:
Excavation for Structures:
'Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.)
i. In Ordinary Soil
Manual Means (Depth upto 3 m)( Without dewatering )
306
-
251
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)
304
-
11459
Pile load test on single vertical pile in accordance with IS:2911(Part-IV)
a) Initial and routine load test
165
-
330
Levelling course for pile cap
8.554
-
5870
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification.
B) RCC Grade M25
(I) Using Concrete Mixer
(Refer to quantity estimation)
116.16000000000003
-
7611
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. (b)TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
36.1720464
-
72847
Sub Structure
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
80.72262499999994
-
8092
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
9.505089093749993
-
72981
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.
106920
-
5.13
Super Structure
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
114.5
-
9148
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
18
-
74297
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
14.2425
-
14559
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space
between vertical posts for expansion, complete as per approved drawings and technical specifications.
64.04
-
2312
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.)
16.9
-
1497
Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification .
16.9
-
362
Drainage spouts complete as per approved drawings and technical specifications Cl 1209
10
-
8866
Protection Work
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
136.42278786804934
-
2289.2
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
68.21139393402467
-
2439.2
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wireconforming to IS:280 and S:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
294.3658799999999
-
3331.2
SubwayBridge Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5 nos. In each rows and rows being 2.1 m 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 20cm 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 75mm x100mm first class local wood batters 120cm apart and 3 lines of jali bamboo horizantal ralling fixed in bholuka bamboo post placed at 210 cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to expossed portion out side trackway with earth topping complete as per direction of the department.
30
-
12709.3
Cost of preparation of Design, drawing, SSI Report etc
25.32
-
2500
Construction of RCC SLAB at Ch 2881.00m
Earthwork in excavation of foundation of structure as per drawing and technical specification clauses 305.1 including setting out, construction of shoring and bracing, removel of stumps and other deletorious matter and disposal upto a lead of 50m dressing of sides and bottom and backfilling with a trenches with excavated suitable materials.
I upto 3.00m depth
151.808
-
102
providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 ( PCC Grade M-10 ) ( A ) with crushed stone , Nominal mix
16.99876
-
5216.6
providing concrete for plain / reinforcement concrete in open foundation complete as perdrawing and technical specification
III PCC M20
I ) Nominal mix
217.39000000000001
-
5756.2
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification.
II RCC M25
a) Height upto 5m
19.464
-
7494.79
Supplying , fitting and placing TMT ( Fe-500D ) Reinforcement bar ( From Primary producer TATA/SAIL/Esser Steel / Jindal steel / Shyam steel / RINL ) in superstructure complete as per drawing and technical specifications clauses 1002,1010 and 1202.
1.43
-
56316.2
Providing weep holes in brick masonary Plain/ Reinforced concrete abutment wing wall / return wall with 100mm dia AC Pipe ,extending through the full width of the structure with slope of 1V:20H towards drawing face, complete as per drawing and technical specification.
44
-
117.7
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