Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date4 Feb 2019
Closing Date16 Feb 2019
Tender Amount₹ 32,42,94,000
Costs
EMD
₹ 64,85,880Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CEAR_73796_1Bid Award Id
ViewTender No
AR0301024Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
(a) C/O reference pillar as per fig. 1600.1 (b) as drawing & technical specification clause 1602.1
253
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(b) C/O back pillar as fig. 1600.1 (c ) as drawing & technical specification clause 1602.3
126.5
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(c) Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
126.5
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Earthwork in Hill Road
-
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Excavation in Hilly Areas in Soil by mechanical means
CuttingEarthwork Excavation in all kind of Soil.Ordinary Rock, Hard Rock, in hilly area by mechanical mean includung cutting and trimming of side slope and disposing of excavated earth with a lift upto 1.5m and and lead upto 20m as per technical spicication clause 1603.
141452
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Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting. 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.
305719
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Excavation in Hilly Areas in Hard Rock requiring blasting
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.
9126
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EARTHERN SHOULDER
-
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Construction of sub-grade 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
2260.71
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Unlined Trepizoidal Side Drain
-
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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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (l) Ordinary soil Upto 3 m depth
5297.49
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(ll) Ordinary rock (not requiring blasting) Upto 3 m depth
4334
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CRM side Drain
-
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-
Construction of CRM side drain 15cm thick both side wall height 0.32cm in 1:4 CM with hardstone, cc base in M10(cc 1:3:6) 15cm thick i/c inside pointing in cement morter 1:4 i/c earthwork complete as per drawing and direction of engineer incharge
3795
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Hume Pipe
-
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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.
1972
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
107.85
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Providing concrete for plain/reinforced concrete in open foundations as drawing and technical specifications clause 802,803,1202 and 1203. (l) PCC grade M20 1:2:4 ( Nominal mix).
46.4
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Bedding for Pipe [ Type A ( Concrete Cradle ) Bedding ] Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
96
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Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 [In 1:4 cement mortar]
967.47
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. [1000 mm dia]
145
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
50.13
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 [Granular material]
646
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
464
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-
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
297
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 [R.C.C grade M 20 For design mix RCC M 20]
83
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-
Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
6.64
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Cross Drainage
-
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Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out,construction of shoring and bracing ,removal of stumps and other deliteriouses material and deposal upto a lead of 50m,dressing of side (i) Ordinary soil upto 3m depth
4709
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(ii) Ordinary rock (Not requiring blasting) upto 3m
4709
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Providing concrete for plain/reinforced concrete in open foundations as drawing and technical specifications clause 802,803,1202 and 1203.
PCC grade M15 1:2.5:5 ( Hand mixing).
696
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Stone masonry work in cement morter in foundation complete excluding pointing and plaster as per drawing and technical specifications and clauses 702,704,1202and 1203. (i) Course rubble masonry ( 1st sort)
In 1:4 cement morter
1213
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-
(ii) Course rubble masonry ( 2nd sort)
In 1:4 cement morter
2255.13
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Providingand laying reinforced cement concrete in superstructure as per drawing and technical specifications clause 800,1205.4 and 1205.5 RCC M25
198.46
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Supplying fitting,and placing HYSD bar reinforcement in superstructure as per drawing and technical specification Clauses 1002,1010 and 1202
20
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Providing and laying reinforced cement concrete in superstructure as per Drg. and technical specification clauses 800,1205.4,1205.5
M20 For nominal mix 1:2:4(Hand mixing)
143
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-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
788
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Protection Works
-
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Item : Sausage wire crated boulder Protection Structure
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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
591
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Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2)
2739.75
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MAJOR BRIDGE ( 15 m span)
-
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FOUNDATION Earth work in excavation for structures as per drawing and techanical specifications Cluse 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50.m, dressing of side and bottom and back filling in trenches with excavated suitable materials. (a) upto 3m depth
631
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-
(b) 3m to 6m depth
336
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-
Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 10 1:3:6)
126
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-
Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (RCC grade M 20 1:2:4)
923
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Substructure
-
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
I) Granular material
104
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-
Providing weepholes in stone masonary RCC work, wing wall etc 100 dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawing and techanical specification Clauses 614,709.1204.3.7
360
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Drainage spouts complete as per drawing and technical specification clause 1209.
28
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. For height upto 5 m. III) R.C.C. grade M 20
19
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Superstructure
-
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5) II) R.C.C. grade M 25
169.92
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
24
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-
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5
24
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Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2)
264
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Minor Bridge 10 Mtr Span
-
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ABUTMENT
-
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Earth work in excavation for structures as per drawing and techanical specifications Cluse 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50.m, dressing of side and bottom and back filling in trenches with excavated suitable materials.
(a) Upto 3 m depth
16
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(b) 3m to 6m depth
16
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Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 10 1:3:6)
6.08
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Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 20 1:2:4)
96
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-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
47.04
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Providing weepholes in stone masonary RCC work, wing wall etc 100 dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawing and techanical specification Clauses 614,709.1204.3.7
80
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-
Supplying , fitting & placing HYSD bars reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.81
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RETURN WALL
-
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Providing concrete for plain/reinforeced concreete in Substructure complete as per drawings and techanical specification clause 802,804,805,806,807,1202,and1204 (PCC grade M 20 1:2:4)H/Mix
274
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-
Supplying , fitting & placing HYSD bars reinforcement (Fe-415) in substrusture complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202
4.63
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-
DECK SLAB
-
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-
Providing concrete for plain/reinforeced concreete in superstructure complete as per drawings and techanical specification clause 800,1205.4, & 1205.5 (RCC grade M 20 1:2:4)
55
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-
Supplying , fitting & placing HYSD bars reinforcement in superstructure complete as per drawings and technical specifications Clauses 1002, 1005, 1010 & 1202
9.76
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Providing and laying cement concrete wearing course M30 grade including Rienforcement complete as per drawing and technical specifications clauses 800, and 1206.3
6
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Drainage spouts complete as per drawing and technical specification clause 1209.
6
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Providing and laying a buried expansion joints covered with 12mm thick , 200mm wide galvanised weldable structural steel plate as per IS - 2062, placed symmetrical to centre line of the joint, resting over the top surface of the deck concrete, welding of 8mm dia , 100 mm long galvanised nails spaced 300mm cc along the centre line of the plate, as per technical specification caulses 1207.2.3
12
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
20
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-
Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into the joint gap with special adhesive binder as per draiwing, and technical specification clause 1207.2.4
12
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PAVEMENT
-
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Granular Sub-base with Well Graded Material (Table 400.1)
A) By Mix in Place Method
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.
(i)For Grading I Material
16905
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SUB-HEAD:- WBM Grading-III
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 in static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the intersties of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405
i) By Manual Means
5774
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Prime Coat (Medium porosity)
Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface granular base i/c cleaning of road surface and spraying primer @ 0.90 - 1.20 kg/sqm using mechanical means as per technical specification clause 502.
(ii) Medium Porousity
76987
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Tack Coat
Proving and applying tack coat with bitumin emulsion distibutor @0.20 to 0.25 kg/sqm on the prepared bituminus as per technical specification clause 503
78564.92
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20 mm thick open graded primix carpet using bitumineous binder.
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.
76987
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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
76986.92
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Road Funiture & Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of 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 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
29
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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 (l) 5th Kilometer Stone (Precast)
11
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-
(ll) Ordinary Kilometer Stone (Precast)
19
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Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
89
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-
Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint
1
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Providing and Fixing Title information Board of PMGSY Project(RCC) Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
4
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-
Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A "Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint
2
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-
5 years Routine Maintenance
-
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First Year
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1377693.47
Second Year
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2302525.61
Third Year
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2831821.63
Fouth Year
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3583205.49
Fifth Year
-
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10386994.15
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