Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date19 Dec 2018
Closing Date9 Jan 2019
Tender Amount₹ 4,08,23,538
Costs
EMD
₹ 2,21,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_MMGSY_387014_8Bid Award Id
ViewTender No
02/2018-19Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/
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Documents
BOQ Items
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MDR 36 Sawarla to Vilam road
15453
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2.15
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Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with all lift and lead as per Technical Specification Clause 301.4 (Item No. 3.20 / P.No. 15)
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-
-
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SH 355 Pauni to Selari Sirsala road
4665.94
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13.25
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MDR 36 Sawarla to Vilam road
1998
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13.25
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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 all lift and lead as per Technical Specification Clause 302.3 (Item No. 3.5 (iii) / P.No. 16)
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-
-
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SH 355 Pauni to Selari Sirsala road
2948.4
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60.8
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MSH 09 Mendhegaon road
2386.63
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60.8
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MDR 36 Sawarla to Vilam road
2126.12
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60.8
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structureswith all lead and lift graded and compacted to 97% P.D. meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Item No. 3.3 / P.No. 13)
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-
-
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SH 355 Pauni to Selari Sirsala road
2948.4
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40.7
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MSH 09 Mendhegaon road
2118.46
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40.7
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MDR 36 Sawarla to Vilam road
2126.12
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40.7
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Construction of embankment with approved material with minimum C.B.R. Value 5% obtained from borrow pits with all lead & lift, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 to 97% P.D. as per technical Specification Clause 301.5 ( Item No. 3.4 / Page No. 15)
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-
-
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SH 355 Pauni to Selari Sirsala road
1457.18
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315.4
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MSH 09 Mendhegaon road
888.53
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315.4
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MDR 36 Sawarla to Vilam road
294.85
-
315.4
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Construction of granular sub-base by providing Grading-I material, of minimum C.B.R. Value 20%, 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, including prepalning the base to requlred camber, compacting the base to 100% P.D. with watering and Rolling etc complete as per Technical Specification Clause 401.. (Item No. 4.1 A(i) / P.No. 21) ( For Widening of BT road, CD Work)
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-
-
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SH 355 Pauni to Selari Sirsala road
178.13
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1278.1
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MSH 09 Mendhegaon road
195.5
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1278.1
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MDR 36 Sawarla to Vilam road
417.33
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1340.45
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Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-II specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 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 Grading 2 as per Technical Specification Clause 405. (Item No. 4.8 (2)(A)/ P.No. 25) ( For Road work, CC Road
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-
-
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SH 355 Pauni to Selari Sirsala road
1947.52
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2195.05
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MSH 09 Mendhegaon road
1353.5
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2359.75
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MDR 36 Sawarla to Vilam road
1588.49
-
2447.8
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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 all lead as per Technical Specification Clause 303.1 (Item No. 3.11/ P.No. 18)
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-
-
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SH 355 Pauni to Selari Sirsala road
1064.61
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403.3
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MSH 09 Mendhegaon road
924.25
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403.3
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MDR 36 Sawarla to Vilam road
1251.05
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455.25
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Construction of 50 mm thick Modified 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 including light watering to achieve the desired degree of compaction etc as per Technical Specification Clause 506. (I No. 5.5 (A) (ii) / P.No. 30)
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-
-
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SH 355 Pauni to Selari Sirsala road
11394.64
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180.65
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MSH 09 Mendhegaon road
8029.9
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183.85
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MDR 36 Sawarla to Vilam road
8653.41
-
194.95
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 - 0.25 kg / sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (Item.No. 5.2 (i) / P.No. 29 (Above M.P.M.)
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-
-
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SH 355 Pauni to Selari Sirsala road
11394.64
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10.05
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MSH 09 Mendhegaon road
8029.9
-
10
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MDR 36 Sawarla to Vilam road
8653.41
-
10.05
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of required grade of aggregate as per specification 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 Clause 506. (I.No. 5.7- II (i) / P.No. 31)
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-
-
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SH 355 Pauni to Selari Sirsala road
11394.64
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151.6
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MSH 09 Mendhegaon road
8029.9
-
156.25
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MDR 36 Sawarla to Vilam road
8653.41
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158.25
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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 Clause 508 (Item No. 5.9 B (II) (I)/ P.No. 32)
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-
-
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SH 355 Pauni to Selari Sirsala road
11394.64
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48.4
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MSH 09 Mendhegaon road
8029.9
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49.4
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MDR 36 Sawarla to Vilam road
8653.41
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49.85
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Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (Item No. 10.9 (ii) / P.No. 43)
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-
-
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SH 355 Pauni to Selari Sirsala road
4
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2145.9
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MSH 09 Mendhegaon road
4
-
2145.9
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MDR 36 Sawarla to Vilam road
4
-
2145.9
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Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (Item No. 10.9 (iii) / P.No. 43) (43 Grade OPC Cement)
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-
-
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SH 355 Pauni to Selari Sirsala road
11
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612.3
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MSH 09 Mendhegaon road
11
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612.3
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MDR 36 Sawarla to Vilam road
14
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612.3
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Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.10 / P.No. 43)
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-
-
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SH 355 Pauni to Selari Sirsala road
163
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541.5
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MSH 09 Mendhegaon road
208
-
541.5
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MDR 36 Sawarla to Vilam road
304
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541.5
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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 (Item No. 10.7 / P.No. 42)
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-
-
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SH 355 Pauni to Selari Sirsala road
72
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147.1
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MSH 09 Mendhegaon road
96
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147.1
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MDR 36 Sawarla to Vilam road
144
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147.1
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Providing & Constructing CC M-15 TBM Stone of size 0.30x0.30x0.75m including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete.
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-
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SH 355 Pauni to Selari Sirsala road
27
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699.7
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MSH 09 Mendhegaon road
28
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701.5
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MDR 36 Sawarla to Vilam road
34
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717.7
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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 1.6mm 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 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 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 (Item No. 10.13 / P.No. 44)
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-
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SH 355 Pauni to Selari Sirsala road
1
-
19329.6
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MSH 09 Mendhegaon road
1
-
19329.6
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MDR 36 Sawarla to Vilam road
1
-
19329.6
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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 Clause 1701.2.2 (Item No. 10.2 B/ P.No. 41)
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-
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Village Name Board
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-
-
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SH 355 Pauni to Selari Sirsala road
2
-
4147.85
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MSH 09 Mendhegaon road
1
-
4147.85
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MDR 36 Sawarla to Vilam road
3
-
4147.85
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600 mm Equilatral Triangle
-
-
-
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SH 355 Pauni to Selari Sirsala road
15
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2425.55
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MSH 09 Mendhegaon road
8
-
2425.55
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MDR 36 Sawarla to Vilam road
20
-
2425.55
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Providing and fixing a typical MMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in 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 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing.(Item No. 10.14/ P.No. 44)
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-
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SH 355 Pauni to Selari Sirsala road
2
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16830
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MSH 09 Mendhegaon road
3
-
16830
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MDR 36 Sawarla to Vilam road
3
-
16830
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Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia.Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (PWD SSR It. No. RD 6.33/ P.No.51)
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-
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SH 355 Pauni to Selari Sirsala road
4
-
974.1
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MSH 09 Mendhegaon road
4
-
974.1
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MDR 36 Sawarla to Vilam road
4
-
974.1
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Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (PWD SSR It. No. RD 6.24/ P.No.48)
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-
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SH 355 Pauni to Selari Sirsala road
36
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408
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MSH 09 Mendhegaon road
48
-
408
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MDR 36 Sawarla to Vilam road
72
-
408
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Construction of un-reinforced plain cement concrete pavement , thickness as per design, over a prepared sub base, with 43 grade OPC cement or any other type as per Clause 1501.2.2 M-30 (Grade) coarse and fine aggregate 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 weight bacher 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 showels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints as required, applying debounding strips, primer, sealant, dowel bars, near approaches to bridge/ culvert and coustruction joints, admixtures as approved, curing of concrete slabs for 14 days , using curing compound. T echnical Specification Clause 1500 (I.No.6.4 /P.No. 34) Exculding dowel bar and including 125mm micron polythin sheet
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-
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MSH 09 Mendhegaon road
161.29
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6540.8
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MDR 36 Sawarla to Vilam road
613.28
-
6778.5
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 / P.No. 46) as per Technical Specification 300 ( For CC Drain ,Protection work and CD work )
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-
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SH 355 Pauni to Selari Sirsala road
296.95
-
196.85
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MSH 09 Mendhegaon road
710.15
-
196.85
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MDR 36 Sawarla to Vilam road
602
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196.85
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Rubble filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 (Item No. 11.2 (II) / P.No. 47) ( For CC Drain,Protection work and CD work )
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-
-
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SH 355 Pauni to Selari Sirsala road
44.25
-
861.55
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MSH 09 Mendhegaon road
87.96
-
995.35
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MDR 36 Sawarla to Vilam road
91.21
-
1031.3
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Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i) / P.No. 48) (43 Grade OPC Cement) ( For CC Drain,Protection work and CD work )
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-
-
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SH 355 Pauni to Selari Sirsala road
37.14
-
5208.2
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MSH 09 Mendhegaon road
56.28
-
5203.5
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MDR 36 Sawarla to Vilam road
76.71
-
5449.95
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Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.2 (I) (i)/ P.No. 50) (43 Grade OPC Cement) ( For CC Drain,Protection work and CD work )
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-
-
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SH 355 Pauni to Selari Sirsala road
79.94
-
5523.95
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MSH 09 Mendhegaon road
235.64
-
5533.8
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MDR 36 Sawarla to Vilam road
176.31
-
5736.65
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Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and Technical Specifications Clauses 802, 1205.4 and 1205.5 (Item No. 13.1 (I)(iii) / P.No. 50)
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-
-
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SH 355 Pauni to Selari Sirsala road
9.18
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6479.3
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MSH 09 Mendhegaon road
9.18
-
6480.3
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MDR 36 Sawarla to Vilam road
18.36
-
6714.6
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Supplying fitting and placing TMT bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1010 and 1202 (Item No. 13.3 / P.No. 53)
-
-
-
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SH 355 Pauni to Selari Sirsala road
1.8
-
47261.85
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MSH 09 Mendhegaon road
4.94
-
47320.65
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MDR 36 Sawarla to Vilam road
9.67
-
47356.55
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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 1000m as per Technical Specification Clause 202 (Item No. 2.5(I) (B) / P.No. 11)
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-
-
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MSH 09 Mendhegaon road
12.6
-
598.75
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MDR 36 Sawarla to Vilam road
20.25
-
598.75
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13 / P.No. 12)
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-
-
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Above 900 mm dia. Pipe
-
-
-
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MDR 36 Sawarla to Vilam road
8.4
-
645.25
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Above 600 mm Dia. To 900 mm dia. Pipe
-
-
-
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MSH 09 Mendhegaon road
8.4
-
376.9
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and 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. (Item No. 9.3/ P.No. 36)
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-
-
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SH 355 Pauni to Selari Sirsala road (1000mm Dia Pipe )
7.5
-
7094
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800mm Dia Pipe
7.5
-
5691
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MSH 09 Mendhegaon road (1000mm Dia Pipe )
40
-
7094
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MDR 36 Sawarla to Vilam road (1000mm Dia Pipe )
25
-
7094
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1200 mm Dia Pipe
10
-
9343.7
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. (Item No. 9.4/ P.No. 36) (600mm Dia Pipe )
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-
-
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SH 355 Pauni to Selari Sirsala road
140
-
1797.55
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MSH 09 Mendhegaon road
140
-
1797.55
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MDR 36 Sawarla to Vilam road
165
-
1797.55
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Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
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SH 355 Pauni to Selari Sirsala road
4.2
-
6914.35
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Providing and laying cement concrete Wearing Course M-30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
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-
-
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SH 355 Pauni to Selari Sirsala road
11.81
-
7039.8
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MSH 09 Mendhegaon road
43.2
-
7046.4
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MDR 36 Sawarla to Vilam road
97.04
-
7284.15
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Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5 m interval and three rows of 50 mm dia steel pipes ( light ) including fixing in position on bridge deck complete as per drawing and technical specification Clause 1208.2
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-
-
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SH 355 Pauni to Selari Sirsala road
70
-
1662.7
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