West Bengal State Rural Development Agency Tender
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West Bengal State Rural Development Agency - WBSRDA Tender
Eprocure
Opening Date20 Jun 2018
Closing Date9 Jul 2018
Tender AmountRefer Documents
Costs
EMD
₹ 4,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Roads From Thaisa Madrasa More To Monirampur Hat Part Of Tisa Madrasha To Talgora Math
Description
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Contact
Tender Id
2018_WBSRD_64739_12Bid Award Id
ViewTender No
18/(ADB-RCIP 2)/2018 (3rd Call)Tender Authority
West Bengal State Rural Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 of specification of Rural Roads.
-
-
-
i) Plain Cement Concrete.
6
-
10
ii) RCC in Superstructure.
4
-
10
Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.
-
-
-
i) Up to 600 mm diameter.
42.5
-
10
ii) Above 900mm dia
15
-
10
Construction of embankment,sub-grade,shoulder etc with approved materials obtained from borrow pits with a Lift up to 1.5m, transporting to site, throwing the same in not more than 25cm (loose) thick layers and compaction by power roller each layer of soil below the sub grade level at OMC to meet 98% of SPD and the top 30cm up to the sub grade level and shoulder at OMC to meet 100% of SPD including breaking all clods thoroughly, watering, dressing, cambering , etc. filling depressions making sufficient number of benches on existing embankment, bailing out water, dressing side slope and crust to proper profile in accordance with the procedure of work as detailed in Technical Specification clauses 301.5 and 303.3 and Table 300.1 and 300.2 & IS -2720 Part (vii) including cost for proper arrangement for stripping off the grass ,shods,weeds,quality control,scrafying existing ground and original ground upto the depth of 150mm and rolling the existing ground and original ground as per specification and direction of the E.I.C including all taxes,royalties,cess, etc including cost of lighting,guarding,and barricating,protecting etc.
-
-
-
i) For embankment work with a lead up to 50m at OMC to meet 98% SPD (80% of total)
1670.81
-
10
ii) For embankment work with a lead up to 1000m at OMC to meet 98% SPD (20% of total)
417.7
-
10
iii) For sub-grade and shoulder work with a lead up to 50m at OMC to meet 100% SPD.(80% of total)
782.08
-
1
iv) For sub-grade and shoulder work with a lead up to 1000m at OMC to meet 100% SPD (20% of total)
195.52
-
10
TOTAL BILL 1
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 1.14 SAME AS TOTAL AMOUNT OF BILL 1
1
-
-
Bill No.2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Works
-
-
-
Granular Sub base with well graded materials Construction of granular sub-base by providing well graded materials, satisfying GSB Gr.-II using Laterite and sand following the grading of materials as per Table 400.1 of Specification Rural Roads, MORD spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator,at OMC and compacting with three wheel 80-100 KN static roller to achieve the desired density,lighting,guarding,barricading complete as per Technical Specification Clause 401and Table no.400.1 of of specification of Rural Roads.
558.29
-
10
Using 50 % of reuse material and remaining Material used such as Supplying and spreading of dry mixture of laterite not more than 70% and dry medium sand not less than 30% to get PI value not greater than 6 and L.L. not greater than 25 by volume to the required thickness in layers as specified and directed by Engineer-in-Charge, stabilizing (machanically) the same by adding requisite quantity of water to get OMC, remixing in wet condition, rolling with power roller to the required compacted thickness to proper grade, camber, super-elevation etc. with power roller, including proper tampering and curring the same for 5 days to have maximum dry density as specified and CBR not less than 10 for modified soil / improved sub-grade including cost of providing lighting, guarding, barricading, etc. complete.
475.23
-
10
Base Course:Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking,rolling with three 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 course aggregate,watering & compaction to the required density grading 2 as per Technical Specification Clause 405 W.B.M Grading II extrawidening at curve,approches of deck slab bridges and culvert .
331.68
-
10
Base Course:Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking,rolling with three 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 course aggregate,watering & compaction to the required density grading 3 as per Technical Specification Clause 405 W.B.M Grading III extrawidening at curve,approches of deck slab bridges and culvert .
331.68
-
10
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing 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 of specification of rural roads.
4422.41
-
10
Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 - 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification Clause 503 of specification of rural roads MORD.
4435.16
-
10
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates @0.018 cum and 0.09 cum respectively as per using VG30 grade bitumen @54Kg per cum of aggregate to required line,grade & 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 capacity static roller,finished to required level and grades as per technical specification Clause 506 of specification of rural roads MORD.including cost of carriage of all materials lighting, guarding, barricading etc.
4435.16
-
10
Providing and laying Type-B seal coat using VG30 grade bitumen @ 0.68 Kg per sqm and using sand/grit (passing 2.36mm sieve and retained on 180 micron sieve @0.006 cum/sqm sealing the voids in bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification clause 508 of Specification of Rural Roads,MORD.
4435.16
-
10
Scarifying Existing Granular Surface to a depth of of minimum 50 mm and disposal of scarified meterial with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4 specification of rural roads
3507.2
-
-
TOTAL BILL 2
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 2.10 SAME AS TOTAL AMOUNT OF BILL 2
1
-
-
Bill No. 3: Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Hume Pipe Culvert (1x1000mm dia.) - 1 Nos.
-
-
-
Earthwork in excavation for foundationof structures upto 3.0 m depth as per drawing and Technical Specifications Clause 1101.4 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 including pumping out water, lighting, barricading, protecting etc. complete as per Technical Specification of Rural Roads.
42.47
-
100
Providing Concrete (M-10) for Plain Concrete in open foundations including cost of form work as & where necessary, curing complete as per drawing and Technical specification clause 802, 803, 1202, & 1203 of Specification of Rural Roads.
-
-
-
PCC Grade M-10 nominal mix (1:3:6).
2.27
-
10
Laying (Type A) concrete cradle bedding with M15 grade cement concrete as per Clause 1105 (i)
8.12
-
10
Providing concrete plain / reinforced concrete in substructure for height upto 5m complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204 of Specification of Rural Roads including curing complete.
-
-
-
PCC Grade M-15 Nominal
22.82
-
10
Providing and laying reiforcemented cement concrete Pipe NP-4 1000mm dia for culverts on first class bedding of granular material in single row including fixing collar wirh cement morter 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head wall and parapets including pumping out water, lighting, barricading, protecting etc complete as per vide clause 1106 of Specification of Rural Roads, MORD.
7.5
-
10
Providing and Laying Pitching on Slopes layed over prepared filter media as per Drawing and Technical Specification Clause 1302 of Specification of MORD
4.3
-
10
Irrigation Conduit (1x300mm dia.) - 3 Nos.
-
-
-
Earthwork in excavation for foundationof structures upto 3.0 m depth as per drawing and Technical Specifications Clause 1101.4 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 including pumping out water, lighting, barricading, protecting etc. complete as per Technical Specification of Rural Roads.
50.64
-
100
Laying (first class) bedding on well compacted sand, moorum or approved granular materials as per Clause 1105
3
-
10
Providing and Laying RCC pipe NP3
-
-
-
A. 300 mm dia (As Conduit)
22.5
-
10
PCC Drain in Concrete Pavement Stretches
-
-
-
Earthwork in excavation up to 3.0m depth in ordinery soil for structure as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto alead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.
42
-
10
Providing concrete plain(M15) in open foundations complete as per drawing and technical specification clause
38
-
10
Close bamboo piling made of 65mm to 75mm dia bamboos (in single line) driven about half length into the ground side by side, with stout stays at an interval of 1 metre 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc complete as per direction.
-
-
-
(ii) With bamboos length above 2.5m and upto 3.0m (for details please see annexure 8)
87
-
10
Supplying, driving, fitting and fixing of Eucallyptus Bullahs by monkey in all types of soil, driven about two third below ground including driving of tie post and fixing with half piece tie bar and runners and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving etc with all tools & tackles including coal tarring, supplying and filling of earth filled cement bags of the same as per drawing and direction complete.
-
-
-
i) (150+100) mm dia. 5.0m long bullah (for details please see annexure 8)
70
-
10
TOTAL BILL 3
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 3.22 SAME AS TOTAL AMOUNT OF BILL 3
1
-
-
Bill No.4 Traffic Signs, Markings and Road Appartenances, Road Safety & Road Furniture
-
-
-
Providing Rumble strips covered with premix bituminous carpet 20 mm high at center followed by Type-B seal coat, 250 mm wide each and placed 1 m center to center at approved locations to control speed, marked with 30 cm wide white strips of road marking paint placed 60 cm center to center along the alignment
191.25
-
10
Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm width and required letter and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.2.2 of Specification of Rural Roads,MORD,including cost of all materials,labour,carriages and all other incidental charges in this regard.Prohibitary, speed limit & vehicle control,restriction ends & other similar signs of
-
-
-
a) 600 mm Equilateral Triangle
19
-
10
b) 600 mm Circular
14
-
10
c) 600 mm Square
9
-
10
Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 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 5mm 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 lowermost frame 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. including cost of all materials,labour charges,carriages and all other costs in this regard.
-
-
-
Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10
Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10
Logo of PMGSY Project: 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 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm 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 lowermost frame 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. including cost of all materials,labour charges,carriages and all other costs in this regard.
2
-
10
Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm size on back, the ends of the M.S. flats to be welded with 2x2450mm x 1150mm frame of M.S. square posts to be embedded in cement concrete M-15 grade of 600mm x 600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square , flats and backside of the the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the M.S. plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and providing 70mm x 70mm size PMGSY Logo.including cost of M.S square plates,cost of M-15 cement concrete,all labour and welding charges,cost of painting and primer,cost of carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by Engineer-in -Charge including cost of protection,barricading,lighting etc.
1
-
100
Construction of Ordinary Kilometer Stone (Pre-cast): Reinforced cement concrete M 15 grade ordinary Kilometer stone with 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 of Specification of Rural Roads.MORD,including cost of cement steel materials,aggregates,labour,carriages,and all other incidental charges in this regard.
3
-
10
Construction of 200 Meter Stone (Pre-cast) : Reinforced cement concrete M 15 grade 200 meter stone with 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 of specification of rural roads..MORD,including cost of cement steel materials,aggregates,labour,carriages,and all other incidental charges in this regard.
4
-
10
5 Year Maintainance Board Providing and fixing typical “5 Year Maintainance Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 1500 x 900mm size each duly welded with 1 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm size on back, the ends of the M.S. flats to be welded with 1x1500mm x 900 mm frame of M.S. square posts to be embedded in cement concrete M-15 grade of 600mm x 600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square , flats and backside of the the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the M.S. plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and providing 70mm x 70mm size PMGSY Logo.
1
-
10
TOTAL BILL 4
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 4.14 SAME AS TOTAL AMOUNT OF BILL 4
1
-
-
Bill No.5 Routine Maintenance
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 5.01,5.02,5.03,5.04,5.05 SAME AS ESTIMATED RATE CORRESPONDING TO THAT SL. No.
-
-
-
Routine Maintenance after completion of construction works 1st Year
1.17
49930
3553.3
Routine Maintenance after completion of construction works 2nd Year
1.17
57248
4074.05
Routine Maintenance after completion of construction works 3rd Year
1.17
121393
8638.87
Routine Maintenance after completion of construction works 4th Year
1.17
147611
10504.63
Routine Maintenance after completion of construction works 5th Year
1.17
173889
12374.74
TOTAL BILL 5
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 5.06 SAME AS TOTAL AMOUNT OF BILL 5
1
550073
550073.83
Udghardaha Bokartala to Talgara Math part of Tisa Madrasha to Talgora Math at Chanditala-II Block in Hooghly District (Road Length: 1.24 km) PART-B
-
-
-
Bill No.6 Site Clearence, Dismanteling and Earth Works
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201 of specification of rural roads.
(I) By Manual means
(A) In area of non-thorny jungle (20% of total length excluding built up zone)
0.22
-
100
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 of specification of Rural Roads.
-
-
-
i) Plain Cement Concrete.
6
-
10
ii) RCC in Superstructure.
4
-
10
Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.
-
-
-
iii) Above 900mm dia
7.5
-
10
Construction of embankment,sub-grade,shoulder etc with approved materials obtained from borrow pits with a Lift up to 1.5m, transporting to site, throwing the same in not more than 25cm (loose) thick layers and compaction by power roller each layer of soil below the sub grade level at OMC to meet 98% of SPD and the top 30cm up to the sub grade level and shoulder at OMC to meet 100% of SPD including breaking all clods thoroughly, watering, dressing, cambering , etc. filling depressions making sufficient number of benches on existing embankment, bailing out water, dressing side slope and crust to proper profile in accordance with the procedure of work as detailed in Technical Specification clauses 301.5 and 303.3 and Table 300.1 and 300.2 & IS -2720 Part (vii) including cost for proper arrangement for stripping off the grass ,shods,weeds,quality control,scrafying existing ground and original ground upto the depth of 150mm and rolling the existing ground and original ground as per specification and direction of the E.I.C including all taxes,royalties,cess, etc including cost of lighting,guarding,and barricating,protecting etc.
-
-
-
i) For embankment work with a lead up to 50m at OMC to meet 98% SPD (80% of total)
1762.67
-
10
ii) For embankment work with a lead up to 1000m at OMC to meet 98% SPD (20% of total)
440.67
-
10
iii) For sub-grade and shoulder work with a lead up to 50m at OMC to meet 100% SPD.(80% of total)
828.63
-
1
iv) For sub-grade and shoulder work with a lead up to 1000m at OMC to meet 100% SPD (20% of total)
207.16
-
10
TOTAL BILL 6
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 6.13 SAME AS TOTAL AMOUNT OF BILL 6
1
-
-
Bill No.7 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Works
-
-
-
Granular Sub base with well graded materials Construction of granular sub-base by providing well graded materials, satisfying GSB Gr.-II using Laterite and sand following the grading of materials as per Table 400.1 of Specification Rural Roads, MORD spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator,at OMC and compacting with three wheel 80-100 KN static roller to achieve the desired density,lighting,guarding,barricading complete as per Technical Specification Clause 401and Table no.400.1 of of specification of Rural Roads.
591.51
-
10
Using 50 % of reuse material and remaining Material used such as Supplying and spreading of dry mixture of laterite not more than 70% and dry medium sand not less than 30% to get PI value not greater than 6 and L.L. not greater than 25 by volume to the required thickness in layers as specified and directed by Engineer-in-Charge, stabilizing (machanically) the same by adding requisite quantity of water to get OMC, remixing in wet condition, rolling with power roller to the required compacted thickness to proper grade, camber, super-elevation etc. with power roller, including proper tampering and curring the same for 5 days to have maximum dry density as specified and CBR not less than 10 for modified soil / improved sub-grade including cost of providing lighting, guarding, barricading, etc. complete.
503.51
-
10
Base Course:Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking,rolling with three 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 course aggregate,watering & compaction to the required density grading 2 as per Technical Specification Clause 405 W.B.M Grading II extrawidening at curve,approches of deck slab bridges and culvert .
351.42
-
10
Base Course:Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking,rolling with three 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 course aggregate,watering & compaction to the required density grading 3 as per Technical Specification Clause 405 W.B.M Grading III extrawidening at curve,approches of deck slab bridges and culvert .
351.42
-
10
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing 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 of specification of rural roads.
4685.59
-
10
Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 - 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification Clause 503 of specification of rural roads MORD.
4692.71
-
10
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates @0.018 cum and 0.09 cum respectively as per using VG30 grade bitumen @54Kg per cum of aggregate to required line,grade & 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 capacity static roller,finished to required level and grades as per technical specification Clause 506 of specification of rural roads MORD.including cost of carriage of all materials lighting, guarding, barricading etc.
4692.71
-
10
Providing and laying Type-B seal coat using VG30 grade bitumen @ 0.68 Kg per sqm and using sand/grit (passing 2.36mm sieve and retained on 180 micron sieve @0.006 cum/sqm sealing the voids in bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification clause 508 of Specification of Rural Roads,MORD.
4692.71
-
10
Scarifying Existing Granular Surface to a depth of of minimum 50 mm and disposal of scarified meterial with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4 specification of rural roads
3709.8
-
10
TOTAL BILL 7
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 7.10 SAME AS TOTAL AMOUNT OF BILL 7
1
-
-
Bill No. 8: Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Hume Pipe Culvert (1x1000mm dia.) - 1 Nos.
-
-
-
Earthwork in excavation for foundationof structures upto 3.0 m depth as per drawing and Technical Specifications Clause 1101.4 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 including pumping out water, lighting, barricading, protecting etc. complete as per Technical Specification of Rural Roads.
42.47
-
100
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
-
-
-
PCC Grade M-10 Normal 1:3:6
2.27
-
10
Laying (Type A) concrete cradle bedding with M15 grade cement concrete as per Clause 1105 (i)
8.12
-
10
Providing concrete plain / reinforced concrete in substructure for height upto 5m complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204 of Specification of Rural Roads including curing complete.
-
-
-
PCC Grade M-15 Nominal
22.82
-
10
Providing and laying reiforcemented cement concrete Pipe NP-4 1000mm dia for culverts on first class bedding of granular material in single row including fixing collar wirh cement morter 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head wall and parapets including pumping out water, lighting, barricading, protecting etc complete as per vide clause 1106 of Specification of Rural Roads, MORD.
7.5
-
10
Providing and Laying Pitching on Slopes layed over prepared filter media as per Drawing and Technical Specification Clause 1302 of Specification of MORD
4.3
-
10
Irrigation Conduit (1x300mm dia.) - 3 Nos.
-
-
-
Earthwork in excavation for foundationof structures upto 3.0 m depth as per drawing and Technical Specifications Clause 1101.4 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 including pumping out water, lighting, barricading, protecting etc. complete as per Technical Specification of Rural Roads.
50.64
-
100
Laying (first class) bedding on well compacted sand, moorum or approved granular materials as per Clause 1105
3
-
10
Providing and Laying RCC pipe NP3
-
-
-
A. 300 mm dia (As Conduit)
22.5
-
10
PCC Drain in Concrete Pavement Stretches
-
-
-
Earthwork in excavation up to 3.0m depth in ordinery soil for structure as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto alead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.
57.33
-
10
Providing concrete plain(M15) in open foundations complete as per drawing and technical specification clause
51.87
-
10
Close bamboo piling made of 65mm to 75mm dia bamboos (in single line) driven about half length into the ground side by side, with stout stays at an interval of 1 metre 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc complete as per direction.
-
-
-
(ii) With bamboos length above 2.5m and upto 3.0m (for details please see annexure 8)
153
-
10
Supplying, driving, fitting and fixing of Eucallyptus Bullahs by monkey in all types of soil, driven about two third below ground including driving of tie post and fixing with half piece tie bar and runners and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving etc with all tools & tackles including coal tarring, supplying and filling of earth filled cement bags of the same as per drawing and direction complete.
-
-
-
i) (150+100) mm dia. 5.0m long bullah (for details please see annexure 8)
117
-
10
TOTAL BILL 8
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 8.22 SAME AS TOTAL AMOUNT OF BILL 8
1
-
-
Bill No.9 Traffic Signs, Markings and Road Appartenances, Road Safety & Road Furniture
-
-
-
Providing Rumble strips covered with premix bituminous carpet 20 mm high at center followed by Type-B seal coat, 250 mm wide each and placed 1 m center to center at approved locations to control speed, marked with 30 cm wide white strips of road marking paint placed 60 cm center to center along the alignment
63.75
-
10
Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm width and required letter and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.2.2 of Specification of Rural Roads,MORD,including cost of all materials,labour,carriages and all other incidental charges in this regard.Prohibitary, speed limit & vehicle control,restriction ends & other similar signs of
-
-
-
a) 600 mm Equilateral Triangle
20
-
10
b) 600 mm Circular
15
-
10
c) 600 mm Square
10
-
10
Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 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 5mm 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 lowermost frame 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. including cost of all materials,labour charges,carriages and all other costs in this regard.
-
-
-
Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10
Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10
Logo of PMGSY Project: 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 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm 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 lowermost frame 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. including cost of all materials,labour charges,carriages and all other costs in this regard.
2
-
10
Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm size on back, the ends of the M.S. flats to be welded with 2x2450mm x 1150mm frame of M.S. square posts to be embedded in cement concrete M-15 grade of 600mm x 600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square , flats and backside of the the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the M.S. plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and providing 70mm x 70mm size PMGSY Logo.including cost of M.S square plates,cost of M-15 cement concrete,all labour and welding charges,cost of painting and primer,cost of carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by Engineer-in -Charge including cost of protection,barricading,lighting etc.
1
-
100
Construction of Ordinary Kilometer Stone (Pre-cast): Reinforced cement concrete M 15 grade ordinary Kilometer stone with 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 of Specification of Rural Roads.MORD,including cost of cement steel materials,aggregates,labour,carriages,and all other incidental charges in this regard.
3
-
10
Construction of 200 Meter Stone (Pre-cast) : Reinforced cement concrete M 15 grade 200 meter stone with 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 of specification of rural roads..MORD,including cost of cement steel materials,aggregates,labour,carriages,and all other incidental charges in this regard.
5
-
10
5 Year Maintainance Board Providing and fixing typical “5 Year Maintainance Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 1500 x 900mm size each duly welded with 1 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm size on back, the ends of the M.S. flats to be welded with 1x1500mm x 900 mm frame of M.S. square posts to be embedded in cement concrete M-15 grade of 600mm x 600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square , flats and backside of the the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the M.S. plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and providing 70mm x 70mm size PMGSY Logo.
1
-
10
TOTAL BILL 9
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 9.14 SAME AS TOTAL AMOUNT OF BILL 9
1
-
-
Bill No.10 Routine Maintenance
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 10.01,10.02,10.03,10.04,10.05 SAME AS ESTIMATED RATE CORRESPONDING TO THAT SL. No.
-
-
-
Routine Maintenance after completion of construction works 1st Year
1.24
46071
3098.73
Routine Maintenance after completion of construction works 2nd Year
1.24
53879
3623.85
Routine Maintenance after completion of construction works 3rd Year
1.24
121685
8184.39
Routine Maintenance after completion of construction works 4th Year
1.24
149347
10044.88
Routine Maintenance after completion of construction works 5th Year
1.24
177152
11915.02
TOTAL BILL 10
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 10.06 SAME AS TOTAL AMOUNT OF BILL 10
1
548136
548136.63
Dharmatas Shop to high School at Chanditala-II Block in Hooghly District (Road Length: 1.34 km) PART-C
-
-
-
Bill No.11 Site Clearence, Dismanteling and Earth Works
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201 of specification of rural roads.
(I) By Manual means
(A) In area of non-thorny jungle (20% of total length excluding built up zone)
0.25
-
100
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 of specification of Rural Roads.
-
-
-
i) Plain Cement Concrete.
6
-
10
ii) RCC in Superstructure.
2
-
10
Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.
-
-
-
i) Up to 600 mm diameter.
7.5
-
10
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
1
-
10
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundations of other structures, graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification Clause 301.5 of specification of rural roads.
1
-
10
Construction of embankment,sub-grade,shoulder etc with approved materials obtained from borrow pits with a Lift up to 1.5m, transporting to site, throwing the same in not more than 25cm (loose) thick layers and compaction by power roller each layer of soil below the sub grade level at OMC to meet 98% of SPD and the top 30cm up to the sub grade level and shoulder at OMC to meet 100% of SPD including breaking all clods thoroughly, watering, dressing, cambering , etc. filling depressions making sufficient number of benches on existing embankment, bailing out water, dressing side slope and crust to proper profile in accordance with the procedure of work as detailed in Technical Specification clauses 301.5 and 303.3 and Table 300.1 and 300.2 & IS -2720 Part (vii) including cost for proper arrangement for stripping off the grass ,shods,weeds,quality control,scrafying existing ground and original ground upto the depth of 150mm and rolling the existing ground and original ground as per specification and direction of the E.I.C including all taxes,royalties,cess, etc including cost of lighting,guarding,and barricating,protecting etc.
-
-
-
i) For embankment work with a lead up to 50m at OMC to meet 98% SPD (80% of total)
1533.01
-
10
ii) For embankment work with a lead up to 1000m at OMC to meet 98% SPD (20% of total)
384.25
-
10
iii) For sub-grade and shoulder work with a lead up to 50m at OMC to meet 100% SPD.(80% of total)
893.81
-
1
iv) For sub-grade and shoulder work with a lead up to 1000m at OMC to meet 100% SPD (20% of total)
223.45
-
10
TOTAL BILL 11
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 11.15 SAME AS TOTAL AMOUNT OF BILL 11
1
-
-
Bill No.12 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Works
-
-
-
Granular Sub base with well graded materials Construction of granular sub-base by providing well graded materials, satisfying GSB Gr.-II using Laterite and sand following the grading of materials as per Table 400.1 of Specification Rural Roads, MORD spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator,at OMC and compacting with three wheel 80-100 KN static roller to achieve the desired density,lighting,guarding,barricading complete as per Technical Specification Clause 401and Table no.400.1 of of specification of Rural Roads.
638.04
-
10
Using 50 % of reuse material and remaining Material used such as Supplying and spreading of dry mixture of laterite not more than 70% and dry medium sand not less than 30% to get PI value not greater than 6 and L.L. not greater than 25 by volume to the required thickness in layers as specified and directed by Engineer-in-Charge, stabilizing (machanically) the same by adding requisite quantity of water to get OMC, remixing in wet condition, rolling with power roller to the required compacted thickness to proper grade, camber, super-elevation etc. with power roller, including proper tampering and curring the same for 5 days to have maximum dry density as specified and CBR not less than 10 for modified soil / improved sub-grade including cost of providing lighting, guarding, barricading, etc. complete.
543.11
-
10
Base Course:Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking,rolling with three 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 course aggregate,watering & compaction to the required density grading 2 as per Technical Specification Clause 405 W.B.M Grading II extrawidening at curve,approches of deck slab bridges and culvert .
379.06
-
10
Base Course:Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking,rolling with three 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 course aggregate,watering & compaction to the required density grading 3 as per Technical Specification Clause 405 W.B.M Grading III extrawidening at curve,approches of deck slab bridges and culvert .
379.06
-
10
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing 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 of specification of rural roads.
5054.14
-
10
Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 - 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification Clause 503 of specification of rural roads MORD.
5063.89
-
10
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates @0.018 cum and 0.09 cum respectively as per using VG30 grade bitumen @54Kg per cum of aggregate to required line,grade & 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 capacity static roller,finished to required level and grades as per technical specification Clause 506 of specification of rural roads MORD.including cost of carriage of all materials lighting, guarding, barricading etc.
5063.89
-
10
Providing and laying Type-B seal coat using VG30 grade bitumen @ 0.68 Kg per sqm and using sand/grit (passing 2.36mm sieve and retained on 180 micron sieve @0.006 cum/sqm sealing the voids in bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification clause 508 of Specification of Rural Roads,MORD.
5063.89
-
10
Scarifying Existing Granular Surface to a depth of of minimum 50 mm and disposal of scarified meterial with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4 specification of rural roads
4011
-
10
TOTAL BILL 12
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 12.10 SAME AS TOTAL AMOUNT OF BILL 12
1
-
-
Bill No. 13: Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
Hume Pipe Culvert (1x1000mm dia.) - 2 Nos.
-
-
-
Earthwork in excavation for foundationof structures upto 3.0 m depth as per drawing and Technical Specifications Clause 1101.4 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 including pumping out water, lighting, barricading, protecting etc. complete as per Technical Specification of Rural Roads.
84.94
-
100
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
-
-
-
PCC Grade M-10 nominal mix (1:3:6).
4.54
-
10
Laying (Type A) concrete cradle bedding with M15 grade cement concrete as per Clause 1105 (i)
16.24
-
10
Providing concrete plain / reinforced concrete in substructure for height upto 5m complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204 of Specification of Rural Roads including curing complete.
-
-
-
PCC Grade M-15 Nominal
45.64
-
10
Providing and laying reiforcemented cement concrete Pipe NP-4 1000mm dia for culverts on first class bedding of granular material in single row including fixing collar wirh cement morter 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head wall and parapets including pumping out water, lighting, barricading, protecting etc complete as per vide clause 1106 of Specification of Rural Roads, MORD.
15
-
10
Providing and Laying Pitching on Slopes layed over prepared filter media as per Drawing and Technical Specification Clause 1302 of Specification of MORD
8.6
-
10
PCC Drain in Concrete Pavement Stretches
-
-
-
Earthwork in excavation up to 3.0m depth in ordinery soil for structure as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto alead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.
39.9
-
10
Providing concrete plain(M15) in open foundations complete as per drawing and technical specification clause
36.1
-
10
Close bamboo piling made of 65mm to 75mm dia bamboos (in single line) driven about half length into the ground side by side, with stout stays at an interval of 1 metre 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc complete as per direction.
-
-
-
(ii) With bamboos length above 2.5m and upto 3.0m (for details please see annexure 8)
237
-
10
Supplying, driving, fitting and fixing of Eucallyptus Bullahs by monkey in all types of soil, driven about two third below ground including driving of tie post and fixing with half piece tie bar and runners and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving etc with all tools & tackles including coal tarring, supplying and filling of earth filled cement bags of the same as per drawing and direction complete.
-
-
-
i) (150+100) mm dia. 5.0m long bullah (for details please see annexure 8)
65
-
10
TOTAL BILL 13
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 13.17 SAME AS TOTAL AMOUNT OF BILL 13
1
-
-
Bill No.4 Traffic Signs, Markings and Road Appartenances, Road Safety & Road Furniture
-
-
-
Providing Rumble strips covered with premix bituminous carpet 20 mm high at center followed by Type-B seal coat, 250 mm wide each and placed 1 m center to center at approved locations to control speed, marked with 30 cm wide white strips of road marking paint placed 60 cm center to center along the alignment
127.5
-
10
Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm width and required letter and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.2.2 of Specification of Rural Roads,MORD,including cost of all materials,labour,carriages and all other incidental charges in this regard.Prohibitary, speed limit & vehicle control,restriction ends & other similar signs of
-
-
-
a) 600 mm Equilateral Triangle
10
-
10
b) 600 mm Circular
6
-
10
c) 600 mm Square
4
-
10
Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 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 5mm 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 lowermost frame 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. including cost of all materials,labour charges,carriages and all other costs in this regard.
-
-
-
Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10
Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10
Logo of PMGSY Project: 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 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm 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 lowermost frame 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 topmost diamond plate will be welded to the middle plate 47mm x47mm of 12 SWG steel plate tube. All MS 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 frame post and steel tube will be painted with primer and two coats of epoxy paint as per Drawing Clause 1701 and Annexure 1700.1. including cost of all materials,labour charges,carriages and all other costs in this regard.
2
-
10
Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm size on back, the ends of the M.S. flats to be welded with 2x2450mm x 1150mm frame of M.S. square posts to be embedded in cement concrete M-15 grade of 600mm x 600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square , flats and backside of the the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the M.S. plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and providing 70mm x 70mm size PMGSY Logo.including cost of M.S square plates,cost of M-15 cement concrete,all labour and welding charges,cost of painting and primer,cost of carriage & fixing and all other incidental charges in this regard to complete in all respect maintaining line and level as directed by Engineer-in -Charge including cost of protection,barricading,lighting etc.
1
-
100
Construction of Ordinary Kilometer Stone (Pre-cast): Reinforced cement concrete M 15 grade ordinary Kilometer stone with 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 of Specification of Rural Roads.MORD,including cost of cement steel materials,aggregates,labour,carriages,and all other incidental charges in this regard.
3
-
10
Construction of 200 Meter Stone (Pre-cast) : Reinforced cement concrete M 15 grade 200 meter stone with 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 of specification of rural roads..MORD,including cost of cement steel materials,aggregates,labour,carriages,and all other incidental charges in this regard.
5
-
10
5 Year Maintainance Board Providing and fixing typical “5 Year Maintainance Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 1500 x 900mm size each duly welded with 1 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm size on back, the ends of the M.S. flats to be welded with 1x1500mm x 900 mm frame of M.S. square posts to be embedded in cement concrete M-15 grade of 600mm x 600mm size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of epoxy painting MS square , flats and backside of the the M.S. sheets with a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of epoxy coated priming on rear side of the M.S. plates with bands and lettering of different approved shades as directed shown in the approved design with oil bound ready mixed synthetic paint and providing 70mm x 70mm size PMGSY Logo.
1
-
10
TOTAL BILL 14
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 14.16 SAME AS TOTAL AMOUNT OF BILL 14
1
-
-
Bill No.15 Routine Maintenance
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 15.01,15.02,15.03,15.04,15.05 SAME AS ESTIMATED RATE CORRESPONDING TO THAT SL. No.
-
-
-
Routine Maintenance after completion of construction works 1st Year
1.34
50817
3167.41
Routine Maintenance after completion of construction works 2nd Year
1.34
59209
3690.47
Routine Maintenance after completion of construction works 3rd Year
1.34
132366
8250.24
Routine Maintenance after completion of construction works 4th Year
1.34
162347
10118.87
Routine Maintenance after completion of construction works 5th Year
1.34
191262
11921.14
TOTAL BILL 15
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 15.06 SAME AS TOTAL AMOUNT OF BILL 15
1
596004
596004.6
SUMMARY
BIDDER MUST QOUTE RATE IN BASIC RATE FOR SL No. 16.02,16.03,16.04,16.05,16.06,16.07,16.09,16.10,16.11,16.12,16.13,16.14,16.17,16.18,16.19,16.20,16.21,16.22,16.23 SAME AS TOTAL AMOUNT CORRESPONDING TO THAT SL. No.
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-
-
PART A '' Civil Works ''
-
-
-
Site Clearance, Dismanteling and Earth Works
1
-
-
Pavment Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Works
1
-
-
Cross Drainage Structures (Culverts & Minor Bridges), Drains, Protection Works
1
-
-
Traffic Signs, Marking and Road Appurtenances, Road Safety & Road Furniture
1
-
-
Total for Civil Work(Part-A)
1
-
-
Routine Maintenance " for 5 years "
1
550073
550073.83
PART B '' Civil Works ''
-
-
-
Site Clearance, Dismanteling and Earth Works
1
-
-
Pavment Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Works
1
-
-
Cross Drainage Structures (Culverts & Minor Bridges), Drains, Protection Works
1
-
-
Traffic Signs, Marking and Road Appurtenances, Road Safety & Road Furniture
1
-
-
Total for Civil Work(Part-B)
1
-
-
Routine Maintenance " for 5 years "
1
548136
548136.63
PART C '' Civil Works ''
-
-
-
Site Clearance, Dismanteling and Earth Works
1
-
-
Pavment Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Works
1
-
-
Cross Drainage Structures (Culverts & Minor Bridges), Drains, Protection Works
1
-
-
Traffic Signs, Marking and Road Appurtenances, Road Safety & Road Furniture
1
-
-
Total for Civil Work(Part-C)
1
-
-
Routine Maintenance " for 5 years "
1
596004
596004.6
Total for Civil Work
1
-
-
Total Routine Maintenance " for 5 years "
1
1694215
1694215.06
DISCOUNT OFFERED ON CIVIL WORKS IF ANY(AMOUNT IN RS.)
1
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10
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