Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of PMGSY Tender
Costs
EMD
₹ 10,64,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Rcc Br. No. 1/1 On Medhipara Malancha Road .
Description
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Contact
Tender Id
2019_CEASM_74833_1Bid Award Id
ViewTender No
AS-11-800 (GR)Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Well Foundation Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1203.2 of MORTH specifications. B. Depth of water 4.0 m and height of islnd 4.50 m
2
-
782891.22
Providing and constructing one span service road to reach island location from one pier location to another pier location
72
-
2239.36
Providing and laying of cutting edge of mild steel weighing 40 K.G. per meter for Well foundation complete as perv drawing and as per clause 1200 &1900 of MORTH specifications .
5.43
-
116874.36
Plain / Reinforced Cement concrete, in well foundation complete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. A. Well Curb I) RCC M - 25 grade Case - I : Using concrete mixer.
101.29
-
9334.24
Plain / Reinforced Cement concrete, in well foundation complete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. B. Well steining III) RCC M- 20 grade Case I : Using concrete mixer.
1223.75
-
8320.69
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. C. Bottom Plug Concrete to be placed using tremie pipe. II) PCC grade M-25 Case - I : Using concrete mixer.
256.69
-
8828.03
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. D. Intermediate plug III) PCC grade M-25 Case - I : using concrete mixer.
22.62
-
7741.84
Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. E. Top plug III) PCC grade M-25 Case - I : using concrete mixer.
25.92
-
7564.78
Plain / Reinforced Cement concrete, in well foundation complete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. F. Well Cap I) RCC M - 25 grade Case - I : using concrete mixer.
175.42
-
8908.62
Sinking of 6m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 . A. Sandy soil I) Depth below Bed level up to 3.0m
6
-
5272.08
Sinking of 6m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 . A. Sandy soil II) Beyond 3.0 m upto 10.0 m
14
-
7574.99
Sinking of 6m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 . A. Sandy soil III)Beyond 10 m up to 20 m
20
-
10003.89
Sinking of 6m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 . A. Sandy soil IV)Beyond 20 m up to 30 m
2.01
-
18766.09
Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 . A. Sandy soil I) Depth below Bed level up to 3.0m
6
-
8000.62
Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 . A. Sandy soil II) Beyond 3.0 m upto 10.0 m
14
-
10863.09
Sinking of 7m external diameter Well throgh all types of soil ( other than pneumatic method of sinking ) complete as per Drawing as per MORTH Section No. 1200 . A. Sandy soil III)Beyond 10 m up to 20 m
17.25
-
14348.67
Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
963.27
-
2167.85
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)
70.86
-
62827.93
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications as per MORTH Section. 1500, 1700 , 2200 F) RCC Grade M 25 I) Height up to 5.0 m Case-I : Using Concrete Mixer
300.11
-
8556.77
Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and Technical Specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
37.71
-
66237.47
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.
320760
-
1.15
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specificationsincluding steel shuttering II. RCC grade M - 25 Case I : Using concrete mixer For T beam and slab, 2) Height 5.0m to 10.00m
343.5
-
9121.99
Supplying , fitting and placing TMT bar reinforcemet in super structurecomplete as per drawing and technical specifications (Refer to quantity estimation)(TATA MAKE TMT REBAR)
52.77
-
63922.07
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
42.82
-
12715.41
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
167.32
-
1956.74
Drainage Spouts complete as per drawing and technical specifications
24
-
7210.66
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.)
33.8
-
1473.23
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
33.8
-
342.77
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
330.15
-
2532.12
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
150.82
-
3007.8
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS: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
252.36
-
3472.7
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
0.77
-
48405.82
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
28822.01
-
261.73
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
2988.23
-
324.95
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
300
-
2728.54
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
150
-
4325.28
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
150
-
4346.69
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
2000
-
31.67
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
2000
-
11.58
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)
2000
-
210.69
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)
2000
-
84.68
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
2
-
24354.72
Construction of R.C.C. guide posts of 250 mm dia, M25 grade as per drawing and technical specification Clause 1401.6
100
-
728.37
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 with earth topping complete as per direction of the department.
80
-
13287.45
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