Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 11,14,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CERJ_101106_1Bid Award Id
ViewTender No
RJ09P303Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRD Specification Clause 301.4.
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
12870
-
1
TOTAL
12870
-
8
Construction of embankment with approved material 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
33815.91
-
1
TOTAL
33815.91
-
132
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRD Specification Clause 302.3
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
1125
-
1
TOTAL
1125
-
35
Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount 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 MoRD Specification Clause 401. For Grading III Material
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
3345
-
1
TOTAL
3345
-
584
Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount 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 MoRD Specification Clause 401. For Grading II Material
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
4682.92
-
1
TOTAL
4682.92
-
588
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
9725.21
-
1
TOTAL
9725.21
-
1179
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 MoRD Specification Clause 502
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
43294.95
-
1
TOTAL
43294.95
-
49
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 MoRD Specification Clause 503.
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
43294.95
-
1
TOTAL
43294.95
-
11
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 of aggregate and plastic waste cutting in a hotmix 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 MoRD Specification Clause 508. Waste Plastic @ 8% of bitumen. Case -II By mechnical means Bitumen VG-30
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
43294.95
-
1
TOTAL
43294.95
-
104
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 MoRD Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
43294.95
-
1
TOTAL
43294.95
-
36
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
1263.63
-
1
TOTAL
1263.63
-
3255
Providing, fabricating and lying form work of plastic cells made from reclaimed High Density Polythelene (HDPE) sheets of thickness 0.20mm to about 0.25mm or LDPE sheets of thickness 0.30mm to 0.35mm thickness, 100mm wide heat welded or stitched to form cell at 300mm interval and fixed with iron spikes of about 200mm long to keep the cell walls taut and with nylon threads to prevent collapse of the cell walls during placement of concrete, form work of cells should be so stiched to form a roll of cells of a pavement width 3.75m and has a length of 10m to 20m and successive rolls of cell to be stapled.
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
5775
-
1
TOTAL
5775
-
116
Construction of plastic cell filled cement concrete pavement, with M30 grade concrete, thickness as per design, over a prepared sub base, with 53 grade Ordinary Portland Cement (OPC) or any other type as per Clause 1501.2.4 M30 (Grade). Coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design(As per IRC 44-2088, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using screed and plate vibrators and finished in continuous operation, Concrete should have a slump of 30-50MM with use of approved plasticizer if required Formwork of plastic cells should be made of High Density Polyethylene (HDPE), sheets having thickness ranging from 0.19-0.22MM with sides 150MMx150MM and height as fixed by engineer in charge.
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-
-
To be laid in full width of the carriageway. Iron spikes of about 200MM long are to be used to keep the cell walls taut. Nylon thread or rope may be used to prevent collapse of cells during placement of concrete. Iron spikes to be taken out for use in other place as soon as the concrete is in place. The sub base should be provided with concrete/stone block or brick on edge on either side of the carriageway protecting the sub base with full thickness of the concrete pavement for its confinement and protection. curing of concrete slabs for 14 - days, curing compound ( where specified) and water finishing to lines and grade as per drawing and MoRD Specification of cell filled Concrete Pavement.
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-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
5775
-
1
TOTAL
5775
-
592
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
77.25
-
1
TOTAL
77.25
-
3610
Earthwork in excavation for structures as per drawing and MoRD 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. Ordinary soil Upto 3 m depth
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-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
2175.51
-
1
TOTAL
2175.51
-
211
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
1368.06
-
1
TOTAL
1368.06
-
3771
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRD specifications Clauses 1000 and 1202
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
11.6
-
1
TOTAL
11.6
-
46678
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
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-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
177.5
-
1
TOTAL
177.5
-
3966
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.300 mm dia
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-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
275
-
1
TOTAL
275
-
787
Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height upto 5 m R.C.C grade M 20
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-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
432.4
-
1
TOTAL
432.4
-
3989
Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height upto 5 m R.C.C. grade M 25
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
43.27
-
1
TOTAL
43.27
-
4291
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRD specification Clauses 1002, 1005, 1010 & 1202
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-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
6.8
-
1
TOTAL
6.8
-
46789
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 MoRD specification Clauses 614, 709, 1204.3.7
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-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
504
-
1
TOTAL
504
-
65
Providing and laying reinforced cement concrete in superstructure as per drawing and MoRD specifications Clauses 800, 1205.4 and 1205.5 For height upto 5 m R.C.C. Grade M 30
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
170.1
-
1
TOTAL
170.1
-
5414
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRD specifications Clauses 1002, 1010 and 1202
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
20.03
-
1
TOTAL
20.03
-
47619
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and MoRD specifications Clauses 800 and 1206.3
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
57.6
-
1
TOTAL
57.6
-
7951
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRD specifications Clauses 800 and 1211 Nominal mix (1:2.5:5)
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-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
29.84
-
1
TOTAL
29.84
-
3134
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRD specifications Clauses 800 and 1211
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
59.66
-
1
TOTAL
59.66
-
6983
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and MoRD specifications
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
3600
-
1
TOTAL
3600
-
11
Providing and fillling joint sealing compound as per drawings and MoRD specifications with coarse sand and 6 per cent bitumen by weight.
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
1350
-
1
TOTAL
1350
-
27
Drainage spouts complete as per drawing and MoRD specifications Clause 1209
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
48
-
1
TOTAL
48
-
927
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 MoRD specification Clause 1204.3.8
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
305.66
-
1
TOTAL
305.66
-
644
Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRD specification Clause 1204.3.8 Sandy material
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
250.7
-
1
TOTAL
250.7
-
1516
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 MoRD specifications Clauses 800, 900 and 1208.3
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
116
-
1
TOTAL
116
-
1804
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 MoRD specifications Clause 1301
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
44
-
1
TOTAL
44
-
836
Providing and fixing of Reinforced Ferro cement Drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 800mm x 75mm
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
118.8
-
1
TOTAL
118.8
-
1834
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 GI pipe 50 mm dia 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 MoRD Specification Clause 1701 900 mm equilateral triangle
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
24
-
1
TOTAL
24
-
4218
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 GI pipe 50 mm dia 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 MoRD Specification Clause 1701600 mm equilateral triangle
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
6
-
1
TOTAL
6
-
2747
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 GI pipe 50 mm dia 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 MoRD Specification Clause 1701 800 mm x 600 mm rectangular
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
14
-
1
TOTAL
14
-
5204
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 GI pipe 50 mm dia 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 MoRD Specification Clause 1701 600 mm x 450 mm rectangular
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
4
-
1
TOTAL
4
-
3612
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 GI pipe 50 mm dia 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 MoRD Specification Clause 1701 600 mm x 600 mm square
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
24
-
1
TOTAL
24
-
4294
Providing and Fixing informatory sign board with Logo of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.
-
-
-
The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height as per approved drawing and MoRD Specification Clause 1700
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
4
-
1
TOTAL
4
-
12962
Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick plate of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges including orange luminous colour epoxy paint on logo, size of definition plate 900x300mm supported on MS post of square hollow section 75x75x6mm, 3m long .The lettering and borders, etc. of definition plate and PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.Posts will be fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
7
-
1
TOTAL
7
-
4007
Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
2
-
1
TOTAL
2
-
12904
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 MoRD Specification Clause 1703 5th Kilometre Stone (precast)
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
2
-
1
TOTAL
2
-
2485
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 MoRD Specification Clause 1703 Ordinary Kilometer Stone (Precast)
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
11
-
1
TOTAL
11
-
1477
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 MoRD Specification Clause 1703 200 m stone (precast)
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
48
-
1
TOTAL
48
-
337
Supplying and fixing cut stone including earthwork, cement concrete 1 : 4 : 8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design. Guide Stone ( Size 20 x 15 x 120 cm )
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
130
-
1
TOTAL
130
-
803
Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
121.02
-
1
TOTAL
121.02
-
551
Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it.
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
10
-
1
TOTAL
10
-
769
P & F Delinator with 30 cm. outer dia RCC hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1. OM. Long 40 cm embedded in cement concrete (1:4:8) block of size 50x50x40 cm. including excavation upto 40 cm depth. The inside of pipe shall be filled with C.C. (1:4:8) stone grit max size 20 mm or less upto the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
12
-
1
TOTAL
12
-
527
Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
122
-
1
TOTAL
122
-
242
Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
24
-
1
TOTAL
24
-
5865
Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 5.0 meter wide and 10 cm high for heavy truck and bus traffic
-
-
-
TALAB GAON to TO KALA BHATA VIA BADODIYA
49.5
-
1
TOTAL
49.5
-
3266
Annual maintenance charges on pro rata basis as per fixed amounts
-
-
-
1st year
12.2
-
32753.53
2nd year
12.2
-
41905.25
3rd year
12.2
-
53946.97
4th year
12.2
-
63098.69
5th year
12.2
-
73213.68
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