Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 13,40,900Document Cost
₹ 13,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEASM_84954_1Bid Award Id
ViewTender No
SE/JRC/PMGSY/2349Tender 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 subgrade 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 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land
4515.75
-
286.3
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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.
For Grading II Material
3504.06
-
2586
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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.
Using stone screening
WBM Grading 2
1622.25
-
4027.7
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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 3 as per Technical Specification Clause 405.
Using stone screening. WBM Grading 3
1622.25
-
4033.35
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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 mechanical means as per Technical Specification Clause 502
(i)Low porosity
21630
-
27.9
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Providing and applying tack coat with Bitumen emulsion (RS-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.
21630
-
10.2
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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 cationic bitumen emulsion MS grade mixed with 0.5 % organosilane nanatechnology by weight of 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 smooth wheeled 8-10 tonne 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.
21630
-
189.43
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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
By Mechanical Means
Case - II : Type B
(i) Bitumen (S-90)
21630
-
75.88
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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. Ordinary soil : A. Manual Means. (i) Without dewatering, a) Upto 3 m depth.
579.01
-
102
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Plain cement concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawing and technical specification clause 1109.
39.38
-
5216.6
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Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)
(i) Sand Filling .
73.74
-
1369.05
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Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 702.704,1202 & 1203.
(ii) In 1:4 cement mortar
398.57
-
6464.4
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Plastering with cement mortar (1:4) 15mm thick on brick work for substructure as per technical specification.
537.36
-
121.17
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Providing and laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row. B) 1000mm dia
120
-
6888.1
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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 specification.
360.95
-
2224
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
210
-
2643
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
475
-
3053
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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
(i) 5th KM Stone
1
-
3766.5
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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 (ii) Ordinary Kilometer Stone (Precast)
5
-
2282.5
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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 (iii)200 m stone (precast).
22
-
592.8
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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
(i)60cm x 60cm square.
3
-
5708.7
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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 (ii)60cm equilateral triangle .
8
-
3796.9
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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 (iii) 60cm circular .
7
-
4987.1
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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 1.6 mm 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 75 mm 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 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
-
21604.9
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Providing and Fixing of typical Citizen Information Board with Logo as per MORD specifications and drawing Two nos 1.6 mm thick MS sheet duly welded with 5 mm thick steel plate on back on edges. The 4 nos steel plate will be welded horizontally with two nos 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x750mm below ground level. The 2 nos.steel plate will be welded vertically to 2 nos 75mm x 75mm of 12 SWG sheet tube posts duly welded to vertical tubes. All MS will be stove enameled on both sides. Lettering and painting arrows, boarder 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
1
-
27918.83
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Providing and Fixing of typical Citizen Information Board with Logo as per MORD specifications and drawing Two nos 1.6 mm thick MS sheet duly welded with 5 mm thick steel plate on back on edges. The 4 nos steel plate will be welded horizontally with two nos 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x750mm below ground level. The 2 nos.steel plate will be welded vertically to 2 nos 75mm x 75mm of 12 SWG sheet tube posts duly welded to vertical tubes. All MS will be stove enameled on both sides. Lettering and painting arrows, boarder 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 Maintenance Information board.
1
-
27918.83
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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 th 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 .
70.8
-
1575.38
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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.
18
-
15638
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Earthwork in exavation for foundation of structure as per drawings and technical specification clause 307 including setting out construction of shoring and bracing deleterious matter, dressing of sides and bottom and backfilling with approved material
334.32
-
135
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Bored cast-in-situ M35 grade R.C.C. 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-1000 mm)
500
-
11998
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Pile load test on single vertical pile in accordance with IS:2911(Part-IV). Initial and Routine load test.
425
-
330
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Levelling course for Pile cap
14.65
-
6698
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Cement concrete for reinforced concrete
in pile cap complete as per drawing and Technical Specification of MORTH section no 1100,1500 & 1700 .
RCC Grade M20, (i) Using Concrete Mixer
227.04
-
8747
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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications of MORTH section no 1100,1500 & 1700. (b) With TATA make TMT rebar .
44.13
-
79657
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork of MORTH section no 1100,1500 & 1700 . (a) RCC Grade M25 (I) Height upto 5m Case I Using concrete Mixer
142.02
-
9047
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Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications of MORTH section no 1600,2200 (b) With TATA make TMT rebar .
9.74
-
96270
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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.
171360
-
1.24
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super- structure as per drawing and Technical Specification’ including steel shuttering formwork. (B) RCC Grade M25, Case-I: Using Concrete Mixer (b) Height 5m to 10m
192.5
-
10078
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Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications 1600 of MORTH specification of roads and bridge works for superstructure works. (b) With TATA make TMT rebar .
26.67
-
97308
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 2702 of MORTH specification of roads and bridge work .
25.2
-
13825
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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.
112.6
-
2127
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer ’s instruction for installation).
15
-
7261
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Drainage Spouts complete as per drawing and Technical specification clause 2705 of MORTH specification of roads and bridge work .
19
-
8898.4
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