Pradhan Mantri Gram Sadak Yojana Tender
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EMD
₹ 8,67,000Document Cost
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Description
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Contact
Tender Id
2019_CEASM_73020_1Bid Award Id
ViewTender No
AS-11-686Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
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Documents
BOQ Items
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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.
(A) By Mix in Place Method
ii) For Grading II Material
2111.48
-
2056.78
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 2) Grading -II (A) By Manual Means.
982.04
-
2745.84
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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. 3) Grading –III (A) By Manual Means.
982.04
-
2778.76
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Providing and applying primer coat with bitumen emulsion (CSS-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.
(i) Low Porosity
13093.88
-
41
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Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
13093.88
-
13
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 508.2
(II) Using Cold mix Binder (Tailor made as per IRC:SP:100-2014) and by credible technology partners duly licensed by CRRI.
13093.88
-
178.16
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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.With cold mix Binder(As per IRC:SP:100-2014)and through credible technology partners duly licensed by CRRI.
B) By Mechanical Means
Case –III : Type C (9.5mm to 2.36mm)
Bitumen Emulsion (RS-2)
13093.88
-
80.72
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Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and technical specification Clause 1608.2
136
-
670
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Reinforced cement concrete M 15 grade kilometer 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.
Ordinary Kilometer Stone (Precast)
5
-
2058
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Reinforced cement concrete M 15 grade kilometer 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. 200 m stone (precast)
22
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546
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Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801
2
-
5862
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Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 ii) 600mm equilateral triangle
9
-
3730
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Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 iii) 600mm circular
4
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5057
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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 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 75mm 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. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1.
1
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19714
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Providing and fixing of typical Citizens Information Board/ Maintenance Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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
1
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23911.5
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Providing and fixing of typical PMGSY Logo Board as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 2 nos. steel plate will be welded with 1 no. 75mm x 75mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 750mm below ground level. 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 coloue. 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
1
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11786.01
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Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by the department.)scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing
with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
49
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850
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Earth work in excavation of foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
I. ordinary soil
A. manual means
(a) without dewatering
(ii) 3m to 6m depth
544.78
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113
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Well Foundation Providing and constructing temporary Island 12 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1200 of MORTH specifications.
1
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41153
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Providing and constructing one span service road to reach island location from one pier location to another pier location
25
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2258
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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 .
11
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103102
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Plain / Reinforced Cement concrete, in well foundationcomplete 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.
66.26
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8850
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Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. B. Well steining III) RCC M- 25 grade Case I : Using concrete mixer.
746.04
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8019
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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-20 Case - I : Using concrete mixer.
189.53
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7478
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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-15 Case - I : using concrete mixer.
31.21
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6012
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Plain / Reinforced Cement concrete, in well foundationcomplete as perdrawing and as per clause 1200 , 1500 & 1700 of MORTH specifications. E. Top plug F. Well Cap I) RCC M - 25 grade Case - I : using concrete mixer.
156.94
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7651
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Sinking of 6 m 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 soilI) Depth below Bed level up to 3.0m
3
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4394
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Sinking of 6 m 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
7
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6404
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Sinking of 6 m 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 soilIII) Additional depth beyond 10 m up to 20 m
10
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8458
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Sinking of 6 m 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 soilIV) Additional depth beyond 20 m up to 30 m
0.32
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37691
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Sinking of 7 m 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 soilI) Depth below Bed level up to 3.0m
6
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6697
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Sinking of 7 m 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
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9327
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Sinking of 7 m 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) Additional depth beyond 10 m up to 20 m
18.18
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12318
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Sand Filling in Well complete as per drawing and as per Technical Specification as per MORTH Section No. 1207 .
1037.2
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1437
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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)
43
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72065
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Supplying, fitting and placing uncoated mild steel reinforcement in foundation complete as per drawing and Technical Specifications as per MORTH Section No. 1600
0.3
-
66376
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Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications F. RCC Grade M 25
(p).Height up to 5.0 m Case – I : Using Concrete Mixer
0.3
-
8113
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Supplying, fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specification
(Refer to quantity estimation)
9.58
-
72169
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Supplying, fitting and placing uncoated mild steel reinforcement in Substructure complete as per drawing and Technical Specifications as per MORTH Section No. 1600
2
-
67080
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications.
213840
-
1.15
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Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications. RCC Grade M 25, Case - I : Using Concrete Mixer II) T-beam & slab (a) Height upto 5m
(Refer to quantity
229
-
9163
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Supplying, fitting and placing TMT bar reinforcement complete in superstructure complete as per drawing and technical specification
(Refer to quantity estimation)
35.2
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70685
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Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications (Refer to quantity estimation)
28.28
-
14674
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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 leaving adequat space between vertical post for expansion, complete as per approved drawings and technical specifications.
107.94
-
2251
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Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
22.5
-
897
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Drainage spouts complete as per approved drawings and technical specifications. (Refer to quantity estimation)
22
-
8615
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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
173.89
-
1154
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Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
86.94
-
1753
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Providing and laying boulders on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification
134.65
-
1325
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Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required (a) Private land
270
-
157
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'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.
50
-
12814
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