Rural Development Department Tender
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Rural Development Department - RDD Tender
Food Products
Eprocure
Opening Date30 Oct 2018
Closing Date27 Nov 2018
Tender Amount₹ 3,17,24,969
Costs
EMD
₹ 1,64,810Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Aur-66
Description
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Contact
Tender Id
2018_MMGSY_367365_19Bid Award Id
ViewTender No
MMGSY_AUR_18-19Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/
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Documents
BOQ Items
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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
4354.13
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59.26
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Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 5000 m as per Technical Specification Clause 301.5 [Item No.3.4 ]
1297.51
-
315.38
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Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
21664.5
-
13.26
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Construction of improved subgrade soil with approved material (CBR not less than 10% with all lifts ,transsporting to site ,spreading,grading of required slope and compacted to requirement of table 300.2 as per technical specification clause 303.1(with acombination of 80% hard murum & 20 % crushed sand)
2142
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323.75
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Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification MORD 2014 Clause 401. For well Graded Material with 50 % hand broken metal, 25 % crush metal and 25 % ordinary rock. As approved by Engineer in charge.
2755.22
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1398.43
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density WBM Grading 2 as per Technical Specification MORD 2014 Clause 405. For - By Mechanical Means
3640.6
-
1791.05
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
7321.88
-
323.75
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification MORD 2014Clause 503.
24584.47
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8.41
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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 MORD 2014 Clause 506. with 75 mm thick with Bitumen (S-65) 60/70 - VG-30
24584.47
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160.43
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification MORD 2014 Clause 506. By Mechanical MeansBitumen (S-65) VG-30 (ii)Bitumen (S-65) VG-30
24584.47
-
116.55
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification MORD 2014 Clause 508 Type A Bitumen (S-65) VG-30 by Mechanical Means
24584.47
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44.87
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 5th Kilometre Stone (precast)
2
-
3666.8
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 Ordinary Kilometer Stone (Precast)
6
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2145.88
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification MORD 2014 Clause 1703 200 m stone (precast)
28
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612.31
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Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 (precast)Boundary Pillar
249
-
541.52
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Dismentling of existing Structures like culverts, bridges, retaining walls and other structures comprising of stone masonry, including disposal of unservicable material and stacking the serviceable material with all lift and lead of 1000 m. as per Technical Specification Clause 202.
15.7
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384.03
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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.
12
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290.9
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Providing and fixing RCC Ml5 Square/Circular guard stone including mild steel bar reinforcement fixing in cement concrete m8 block including white washing etc. complete as directed by Engineer in charge
41.33
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416.16
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Providing and fixing stream lined RCC grade M-15 guard stone including mild steel bar reinforcement etc. complete .
22
-
699.72
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Providing and fixing of typical MMGSY 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 MMGSY Project
2
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19329
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Providing and fixing a typical MMGSY Citizen information board as per specification 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 painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) Citizen Information Board
1
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16830
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Providing & Fixing Direction and Place identification signs with size more than 0.9 sq. m size board (Village name board) having shape of equilateral triangle of 90/60 cm sides made out 16 gauge (1.6 mm) thick mild steel sheet including frame of 35 x 35x 3mm M.S. angle painted with one coat of Zinc chromate stowing primer and two coats of green background white border/ messages/ symbols etc. and back side in grey stone enamel paint including one M.S. angle iron post of size 50mm x 50mm x 5mm, 3.65 m long duly painted with alternate black and white bands of 25 cm width including G.I. fixtures etc. Fixing sign board of one angle post in C.C. 1:4:8 block of 60 x 60 x 75 cm size, excavation, curing etc. complete. And painting with approved enamel paint in two coats including cleaning surface and lettering for cautionary/ mandatory sign boards and village name boards complete.
2
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7338.59
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Providing and fixing a typical MMGSY Citizen information board as per specification 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 painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) Citizen Information Board(Maintaince board)
1
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16830
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters 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 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 a. 600 mm equilateral triangular
34
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3103.86
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters 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 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing MORD 2014 Clause 1701.2.2 c. 600 x 450 mm Rectangular
16
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3035.01
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Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil
446.49
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196.86
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Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting)
32.01
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536.72
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Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock Hard rock (requiring blasting)
46.4
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718.79
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 --Rubble filling (For B.C. Soil)
89.86
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1000.2
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. A. 1200 mm NP3 Class As per Technical Specification MORD 2014 Cluase No. 1100
33
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9297.91
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B. 1000 mm NP3 Class As per Technical Specification MORD 2014 Cluase No. 1100
60
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7094
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. C. 800 mm NP3 Class As per Technical Specification MORD 2014 Cluase No. 1100
60
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5690.99
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
134.53
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4980.3
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications MORD 2014 Clause 802, 803, 804, 805, 806, 807, 1202 & 1203, 1204 P.C.C grade M 15 Nominal mix (1:2.5:5)
298.4
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5301.55
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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,, 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, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,(excluding dowel bars and Polythene)
538.34
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6254.69
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.116
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47412.86
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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
12
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209.81
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Backfilling behind abutment, wing wll and return wall complete as per drawing & technical specification Clause 1204.3.8
121.1
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1551.24
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Providing and filling expansion joint with 25mm thick bitumimenous pad (Rate as per PWD Nagpur CSR FOR 2012-13)
10.23
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1088.34
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