Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 5,24,700Document Cost
₹ 7,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEASM_86407_46Bid 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
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Construction of granular sub base by providing well graded material spreading in uniform layers with motor grader on prepared surfacing mixing by mixing in place method with rotator at OMC and compacting with smooth whelled roller to achieve the desired density (deduct approaces and Bridge length
= 2281m -(100m)=2181m
1022.34375
-
3776.1200000000003
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Water Bound Macadam Sub Base/Base: II WBM Grading 3 using stone screening Type A 13.2 mm for Grade 3 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 aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means
613.40625
-
5215.495
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Providing, laying, spreading and compacting stone aggrates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory rollers 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fillup the interstices density. By manual means with land broken metals. WBM-III (deduct Bridge length 1x25m+2x12.5m)
613.40625
-
5314.395
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Prime coat (Providing and applying primer coat with bitumen emulsionon preparedsurface of granularBase including clearingof road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)
8178.75
-
27.9
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Tack Coat
I) Low porosity
Providing and laying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.2 to 0.25 kg/sqm on prepared bitumeneous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
8178.75
-
8.6
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20 mm Open - Graded Premix Carpet: using Bituminous (penetration grade/modified bitumen) Binder: Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either 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 wheeled 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 C as per Technical Specification Clause 508.Case I. By Manual Means iv) Crumb Rubber Modified Bitumen
8178.75
-
217.7777
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Seal Coat: Providing & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B & Type C as per Technical Specifivations Clause 510 A. By Manual Means Case I Type A(11.2 mm to 2.36 mm) (iv) Crumb Rubber Modified Bitumen
8178.75
-
85.32589999999999
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Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification.
238.46400000000003
-
102
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Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203( PCC Grade M10) (I) nominal mix 1:3:69(hand mix).
19.6372
-
5240.1
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Providing Plain / RCC in open foundation etc complete as per drawing and Technical specificationClauses 802,804,805,806,807,1202 and 1204 PCC M- 15 Face wall in foundation
67.7376
-
5109.1
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QuantityProviding Plain / RCC in sub structure complete as per drawing and Technical specificationClauses 802,804,805,806,807,1202 and 1204 PCC M- 15
56.17023999999999
-
5403
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Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 1000 mm Dia
30
-
6880.5
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Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification.
157.7088
-
121.17
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Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;305.1, including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in tranches with excavated suitable materials. Ordinary soil
(i)Up to 3.00m depth.
134.352
-
102
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Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203( PCC Grade M10) (I) nominal mix 1:3:6.
13.0449
-
5240.1
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Providing Plain / RCC in open foundation etc complete as per drawing and Technical specificationClauses 802,804,805,806,807,1202 and 1204 PCC M- 15 Face wall in foundation
23.76
-
5403.901404
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Providing Plain / RCC in sub structure complete as per drawing and Technical specificationClauses 802,804,805,806,807,1202 and 1204 PCC M- 15 Deduct pipe Portion
43.349999999999994
-
5403.9
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Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 600mm Dia
22.5
-
2886.79
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Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification.
114.12
-
121.17
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Providing and fixing of Typical information sign Board with as per MORD specification 1701 and annexure 1700.1 and drawing
1
-
21457.9
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Reinforce cement concrete M-15 grade Km Stone / local stone of standard design as per IRC-8 fixing in position including painting etc as per drawing and technical specification.ii) Ordinary kilometer Stone ( precast )
2
-
2116.4
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iReinforce cement concrete M-15 grade Km Stone / local stone of standard design as per IRC-8 fixing in position including painting etc as per drawing and technical specification.ii ) 200 m stone ( precast )
9
-
563.2
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10.2 Traffic Sign
A 1. 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 alluminium 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 M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and technical specification Clause 801
ii) 600 mm equilateral triangle
2
-
3723.4
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10.3 Direction and place identification Sign upto 0.9 sqm size board.
B) Semi reflective Traffic Sign
i) Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2mm thick M.S. Sheet duly stove enblemed paint in white colour in front and grey colour on black with red reflective border of 70 mm width and required message, letter, figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/S flat iron on edges on back 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 approved drawing and technical specification Clause 1701
1
-
8591.4
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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 and backfilling with approved material.)
I. Ordinary soil
A. Manual Means
(b) With dewatering
(i) upto 3m depthPile Cap
84.62
-
110
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Bored cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m (Pile diameter - 750 mm)
(N) Without plasticisePile diameter: 1000 mm
108
-
6567
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Levelling course for pile capBase of Pile Cap
4.995
-
6015
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification including steel shuttering forwork.
(N) Without plasticiser
(A) RCC Grade M20
(i) Using concrete mixerPile cap
61.685
-
7275
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Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specification and steel shuttering formwork.
(N) Without plasticiser
B. PCC Grade M20
Height upto 5 m
70.244
-
7539
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Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and technical specification including steel shuttering formwork.
(N) Without Plasticiser
A. RCC Grade M20
Case II : Using Batching Plant, Transit Mixer and Concrete Pump
(i) For solid slab super-structure
(a) Height upto 5m
94.244
-
7674
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Reinforcement in foundation : Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications
(b) With TATA make TMT rebar
11.70862825
-
55355
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Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications
(b) With TATA make TMT rebar @ 1% of vol of conc =
5.514154
-
55477
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Reinforcement in super structure :
Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawing and Technical Specifications.
(b) With TATA make TMT rebar @ 1.00% of vol of conc =
8.137969400000001
-
74297
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Construction of R.C.C. railing of M 30 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
28.14
-
56319
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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 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604)
16.9
-
1298
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Drainage spouts complete as per drawing and technical specification
6
-
6353
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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 structures with slope of 1V : 20H towards drawing foce. Complete as per drawing and technical specification
35
-
117.7
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Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specifications.
7.078
-
11203
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical Specification
With TATA make TMT grade rebar
15.855
-
10577
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Providing and laying Filter materials underneath pitching in slopes complete as per drawing an dtechnical specification as per drawing clause 2504 ( including all lead and lift and carriage of materials to the site of work )
96.9
-
1768.6
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Providing and laying pitching on slopes laid over fiter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specification clause 2504 (including all lead and lift and carriage of materials to the site of work) (A) Stone/ boulder.
48.5
-
1349.5
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Boulder apron laid in wire creates ( Providing and laying boulder apron laid in wire creates made with 4mm dia G.I wire conforming to I.S : 280 & I.S 4826 in 100mmx100mm wire mesh (woven diagonally ) including 10% extra for lap & joint laid with stone boulders weighing not less than 40kg each) including all lead and lift and carriage of materials to the site of work ) as per drawing and technical specification Clause- 2503
119
-
2178.2
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Costruction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 including all leads as per technical Specification Cluse 301.5 (including land compensation of earth)
1666.125
-
230.6
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Cosntruction of sub grade and earthen Shoulders with apporved soil obtained from borrowpits, with all leads and lift transporting to site , spreading, grading to requirements to table 300.2 (including land compensation fo earth). From Private Land.
360.22499999999997
-
286.3
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Construction of granular sub-base by providing well graded materials of grading-II, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compaction with smoth wheel roller to achive the desired density , complet as per technical Specification Clause 401.
63.28
-
3776.1200000000003
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Water Bound Macadam Sub Base/Base: II WBM Grading 3 using stone screening Type A 13.2 mm for Grade 3 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 aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means
37.96875
-
5215.495
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Providing, laying, spreading and compacting stone aggrates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory rollers 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fillup the interstices density. By manual means with land broken metals. WBM-III (53mm-22.4mm)
37.96875
-
5314.395
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Prime coat (Providing and applying primer coat with bitumen emulsionon preparedsurface of granularBase including clearingof road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)
506.25
-
27.9
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Tack Coat
I) Low porosity
Providing and laying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.2 to 0.25 kg/sqm on prepared bitumeneous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
506.25
-
8.6
... More
20 mm Open - Graded Premix Carpet: using Bituminous (penetration grade/modified bitumen) Binder: Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either 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 wheeled 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 C as per Technical Specification Clause 508.Case I. By Manual Means iv) Crumb Rubber Modified Bitumen
506.25
-
217.7777
... More
Seal Coat: Providing & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B & Type C as per Technical Specifivations Clause 510 A. By Manual Means Case I Type A(11.2 mm to 2.36 mm) (iv) Crumb Rubber Modified Bitumen
506.25
-
85.32589999999999
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