Maharashtra Rural Road Development Agency Tender
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Maharashtra Rural Road Development Agency - MRRDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 May 2023
Closing Date20 Jun 2023
Tender Amount₹ 7,42,67,086
Costs
EMD
₹ 3,90,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Summary
Adb-par-(ii)-01
Description
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Contact
Tender Id
2023_MRRDA_906268_1Bid Award Id
ViewTender No
EE/MMGSY/ADB/PARBHANITender Authority
Maharashtra Rural Road Development Agency ViewPurchaser Address
-
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Documents
BOQ Items
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (MSH-16 TO Sirpur Ch-0/00 TO 3/100tq Palam)
3753.71
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-
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (MSH-16 TO Sirpur Ch-0/00 TO 3/100tq Palam)
986.1
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-
Lime Stabilisation for Improving Subgrade:Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of contents of CaO, grading with motor grader and compacting with the vibratory roller at OMC to the desired density to form a layer of improved Sub-grade as per Technical Specification Cluase 403. (MSH-16 TO Sirpur Ch-0/00 TO 3/100tq Palam)
4306.5
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits including all lifts and leads, transporting to site, spreading, grading to required slope and watering compacting with Vibratory roller to meet requirement of Table 300.2 etc. complete.(MSH-16 TO Sirpur Ch-0/00 TO 3/100tq Palam)
4234.95
-
-
Construction of granular sub-base to Grading I by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve the desired density etc. complete (MSH-16 TO Sirpur Ch-0/00 TO 3/100tq Palam)
2256.47
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes of Grading-II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller in stages to proper grade and camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density etc. complete.(MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
869.06
-
-
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 505. B) 50 mm thick Bitumen (S-65) 60/70- VG-30 (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
11587.5
-
-
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Bituminous surface cleaned with air compressor Hydraulic broom including cleaning surface, arrangement of traffic etc. complete. (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
11587.5
-
-
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 60/70 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a power roller, finished to required level and grades, camber. (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
11587.5
-
-
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 (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
11587.5
-
-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound.....Specification Clause 1501 (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
80
-
-
Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.9) Km stone (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
4
-
-
Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.9) 200 M Stone (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
12
-
-
Reinforced cement concrete M-15 grade boundary pillers / local stone of standard design as per IRC-25 fixed in position including finishing and lettering but excluding painting as per drawing and Techenical specification Clause 1704 .(Item No.10.10) (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
250
-
-
Providing & Fixing of semi reflective cuationry board, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick M sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and requried letter's and figures with refrective tape eng.. grade as per clause 1701.3.3 9.9 of MORD of rural rods of required colour and shade supported and welded on 47x47x12 SWG sheets tube firmly fixed to the ground by means of properly designed foundations with M-15 grade C.C. 450 x 450 x 6 mm 600 mm below G.L. as per approved drg. Clause No. 1701.2.2 (SOR Item No. 10.2 (iii) 600 mm cricular (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
12
-
-
Providing & Fixing of semi reflective cuationry board, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick M sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and requried letter's and figures with refrective tape eng.. grade as per clause 1701.3.3 9.9 of MORD of rural rods of required colour and shade supported and welded on 47x47x12 SWG sheets tube firmly fixed to the ground by means of properly designed foundations with M-15 grade C.C. 450 x 450 x 6 mm 600 mm below G.L. as per approved drg. Clause No. 1701.2.2 (SOR Item No. 10.2 (iii) 600 mm Equilateral triangle (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
14
-
-
Providing & Fixing of semi reflective cuationry board, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick M sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and requried letter's and figures with refrective tape eng.. grade as per clause 1701.3.3 9.9 of MORD of rural rods of required colour and shade supported and welded on 47x47x12 SWG sheets tube firmly fixed to the ground by means of properly designed foundations with M-15 grade C.C. 450 x 450 x 6 mm 600 mm below G.L. as per approved drg. Clause No. 1701.2.2 (SOR Item No. 10.2 (iii)800x 600 mm Rectangular triangle (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
10
-
-
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 Logo of P.M.G.S.Y. (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
1
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-
Providing and fixing of typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colored as mentioned in detailed drawing. All section of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. Typical Citizen Information Board. (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
2
-
-
Providing and laying reinforced cement concrete pipe NP2 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. (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
100
-
-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
560
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (SOR item No.2.7 b) (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
13.05
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (SOR item No.2.7 b) (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
66.82
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.SOR item No.2.13 b) (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
52.5
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-
Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
382.42
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-
Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation ,protection works backfilling ,concrete and masonary works in head walls and parapets Clause .1106 (S.O.R.item No.9.3 A) 1000 mm dia. (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
81.25
-
-
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
64.13
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-10 ( Nominal Mix 1:3:6 ) (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
96.1
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-15 ( Nominal Mix 1:2.5:5 ) (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
242.3
-
-
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 SOR Item No. 13.5 3 Vent VC & 6 Vent VC (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
16.45
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-
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (SOR item No. 14.1 P.106 ) (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
15.07
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-
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 Technical Specification Clause 302.3 (OSR item No.3.5.(III)) (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
116
-
-
Selected hard murum filling in 15 to 20 cm layers including compation etc complete.PWD DSR 15-16 I.NO.769 (MSH-16 TO Sirpur Ch-0/00 TO 3/100 tq Palam)
314.69
-
-
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 stacking of serviceable material, up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.(A) In area of non-thorny jungle (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
2.04
-
-
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 Technical Specification Clause 301.4. I.NO.3.2 (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
7650
-
-
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 Technical Specification Clause 302.3 (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
5307.75
-
-
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, BLOCK - PALAM)
3721.35
-
-
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
615.3
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits including all lifts and leads, transporting to site, spreading, grading to required slope and watering compacting with Vibratory roller to meet requirement of Table 300.2 etc. complete.(SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
3841.19
-
-
Construction of granular sub-base to Grading I by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve the desired density etc. complete (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
265.74
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes of Grading-II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller in stages to proper grade and camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density etc. complete.(SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
2046.38
-
-
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 505. B) 50 mm thick Bitumen (S-65) 60/70- VG-30 (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
13132.5
-
-
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Bituminous surface cleaned with air compressor Hydraulic broom including cleaning surface, arrangement of traffic etc. complete. (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
13132.5
-
-
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 60/70 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a power roller, finished to required level and grades, camber. (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
13132.5
-
-
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 (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
13132.5
-
-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound.....Specification Clause 1501 (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
320
-
-
Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.9) Km stone (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
4
-
-
Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.9) 200 M Stone (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
15
-
-
Reinforced cement concrete M-15 grade boundary pillers / local stone of standard design as per IRC-25 fixed in position including finishing and lettering but excluding painting as per drawing and Techenical specification Clause 1704 .(Item No.10.10) (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
290
-
-
Providing & Fixing of semi reflective cuationry board, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick M sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and requried letter's and figures with refrective tape eng.. grade as per clause 1701.3.3 9.9 of MORD of rural rods of required colour and shade supported and welded on 47x47x12 SWG sheets tube firmly fixed to the ground by means of properly designed foundations with M-15 grade C.C. 450 x 450 x 6 mm 600 mm below G.L. as per approved drg. Clause No. 1701.2.2 (SOR Item No. 10.2 (iii) 600 mm cricular (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
12
-
-
Providing & Fixing of semi reflective cuationry board, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick M sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and requried letter's and figures with refrective tape eng.. grade as per clause 1701.3.3 9.9 of MORD of rural rods of required colour and shade supported and welded on 47x47x12 SWG sheets tube firmly fixed to the ground by means of properly designed foundations with M-15 grade C.C. 450 x 450 x 6 mm 600 mm below G.L. as per approved drg. Clause No. 1701.2.2 (SOR Item No. 10.2 (iii) 600 mm Equilateral triangle (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
14
-
-
Providing & Fixing of semi reflective cuationry board, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick M sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and requried letter's and figures with refrective tape eng.. grade as per clause 1701.3.3 9.9 of MORD of rural rods of required colour and shade supported and welded on 47x47x12 SWG sheets tube firmly fixed to the ground by means of properly designed foundations with M-15 grade C.C. 450 x 450 x 6 mm 600 mm below G.L. as per approved drg. Clause No. 1701.2.2 (SOR Item No. 10.2 (iii)800x 600 mm Rectangular triangle (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
8
-
-
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 Logo of P.M.G.S.Y. (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
1
-
-
Providing and fixing of typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colored as mentioned in detailed drawing. All section of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. Typical Citizen Information Board. (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
2
-
-
Providing and laying reinforced cement concrete pipe NP2 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. (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
100
-
-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
680
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (SOR item No.2.7 b) (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
13.05
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (SOR item No.2.7 b) (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
34.65
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.SOR item No.2.13 b) (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
37.5
-
-
Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
618.62
-
-
Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation ,protection works backfilling ,concrete and masonary works in head walls and parapets Clause .1106 (S.O.R.item No.9.3 A) 1000 mm dia. (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
105.01
-
-
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
98.72
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-10 ( Nominal Mix 1:3:6 ) (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
166.4
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-15 ( Nominal Mix 1:2.5:5 ) (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
469.61
-
-
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 SOR Item No. 13.5 3 Vent VC & 6 Vent VC (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
18.16
-
-
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (SOR item No. 14.1 P.106 ) (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
20.26
-
-
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 Technical Specification Clause 302.3 (OSR item No.3.5.(III)) (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
120
-
-
Selected hard murum filling in 15 to 20 cm layers including compation etc complete.PWD DSR 15-16 I.NO.769 (SH-249 TO SADGIRWADI LANDAKWADI CH-0/00 TO 3/800, TQ - PALAM)
251.7
-
-
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 stacking of serviceable material, up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.(A) In area of non-thorny jungle (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
2.01
-
-
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 Technical Specification Clause 301.4. I.NO.3.2 (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
1428.75
-
-
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 Technical Specification Clause 302.3 (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
24177.85
-
-
Ordinary rock
4815.91
-
-
Hard rock
1203.98
-
-
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
18845.94
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits including all lifts and leads, transporting to site, spreading, grading to required slope and watering compacting with Vibratory roller to meet requirement of Table 300.2 etc. complete. (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
1981.08
-
-
Construction of granular sub-base to Grading I by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve the desired density etc. complete (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
567.33
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes of Grading-II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller in stages to proper grade and camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density etc. complete. (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
1943.81
-
-
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 505. B) 50 mm thick Bitumen (S-65) 60/70- VG-30 (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
12958.69
-
-
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Bituminous surface cleaned with air compressor Hydraulic broom including cleaning surface, arrangement of traffic etc. complete. (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
12958.69
-
-
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 60/70 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a power roller, finished to required level and grades, camber. (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
12958.69
-
-
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 (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
12958.69
-
-
Construction of Dry lean cement concrete Sub base over a prepared subgrade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer incharge , compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete.[ Item No. 5.13 ] (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
504.38
-
-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound.....Specification Clause 1501 (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
1008.75
-
-
Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.9) Km stone (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
5
-
-
Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.9) 200 M Stone (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
18
-
-
Reinforced cement concrete M-15 grade boundary pillers / local stone of standard design as per IRC-25 fixed in position including finishing and lettering but excluding painting as per drawing and Techenical specification Clause 1704 .(Item No.10.10) (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
260
-
-
Providing & Fixing of semi reflective cuationry board, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick M sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and requried letter's and figures with refrective tape eng.. grade as per clause 1701.3.3 9.9 of MORD of rural rods of required colour and shade supported and welded on 47x47x12 SWG sheets tube firmly fixed to the ground by means of properly designed foundations with M-15 grade C.C. 450 x 450 x 6 mm 600 mm below G.L. as per approved drg. Clause No. 1701.2.2 (SOR Item No. 10.2 (iii) 600 mm cricular (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
9
-
-
Providing & Fixing of semi reflective cuationry board, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick M sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and requried letter's and figures with refrective tape eng.. grade as per clause 1701.3.3 9.9 of MORD of rural rods of required colour and shade supported and welded on 47x47x12 SWG sheets tube firmly fixed to the ground by means of properly designed foundations with M-15 grade C.C. 450 x 450 x 6 mm 600 mm below G.L. as per approved drg. Clause No. 1701.2.2 (SOR Item No. 10.2 (iii) 600 mm Equilateral triangle (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
10
-
-
Providing & Fixing of semi reflective cuationry board, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick M sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and requried letter's and figures with refrective tape eng.. grade as per clause 1701.3.3 9.9 of MORD of rural rods of required colour and shade supported and welded on 47x47x12 SWG sheets tube firmly fixed to the ground by means of properly designed foundations with M-15 grade C.C. 450 x 450 x 6 mm 600 mm below G.L. as per approved drg. Clause No. 1701.2.2 (SOR Item No. 10.2 (iii)800x 600 mm Rectangular triangle (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
10
-
-
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 Logo of P.M.G.S.Y. (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
1
-
-
Providing and fixing of typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colored as mentioned in detailed drawing. All section of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. Typical Citizen Information Board. (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
2
-
-
Providing and laying reinforced cement concrete pipe NP2 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. (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
50
-
-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
295.39
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (SOR item No.2.7 b) (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
157.08
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.SOR item No.2.13 b) (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
97.5
-
-
Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
895.02
-
-
Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation ,protection works backfilling ,concrete and masonary works in head walls and parapets Clause .1106 (S.O.R.item No.9.3 A) 1000 mm dia. (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
151.25
-
-
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
116.43
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-10 ( Nominal Mix 1:3:6 ) (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
114.35
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-15 ( Nominal Mix 1:2.5:5 ) (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
727.65
-
-
Selected hard murum filling in 15 to 20 cm layers including compation etc complete.PWD DSR 15-16 I.NO.769 (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
791.63
-
-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,edges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(excluding dowel bars and Polythene sheet) (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
26.25
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
238
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
82.8
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
54
-
-
Providing and Constructing gabion structure 1 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of overall diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter 4.4 mm edges being mechanically selvedge including placing in position, fitting neatly with trap stone rubble (15 to 23 cm) all loose ends to be securely tied (Excluding transportation) etc. complete. ( In Dry condition and for under water installation extra cost to be considered) (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
450
-
-
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 all leads and lifts as per Technical Specification Clause 303.1. (SH-234 TO SELMOHA,KADYACHI WADI TO DISTRICT BORDER CH-0/00 TO 4/700, TQ - GANGAKHED)
350.01
-
-
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