Panchayat Raj Engineering Department Tender
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Panchayat Raj Engineering Department Tender
Civil And Construction
Eprocure
Opening Date18 Sep 2018
Closing Date25 Sep 2018
Tender Amount₹ 2,03,17,375
Costs
EMD
₹ 5,48,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package No.ap2018p4 Consists Of 3 Works In Makkuva Mandal Of Vizianagaram District. ( 6th Call)
Description
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Contact
Tender Id
2018_ENCPR_69120_1Bid Award Id
ViewTender No
NIT No.132/2018-19, Dt.10-09-2018 of ENC PR VJATender Authority
Panchayat Raj Engineering Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
8474
573689
67.7
Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
1362
340363
249.9
Construction of Cement treated Gravel Sub base using 4.5 per cent quantity of cement by weight of soil (percentage of cement will vary by Design Mix) and by Providing, laying and spreading well graded meterial (i.e 9.5 mm to 4.75 mm size Gravel of 66% and crusher dust of size 2.36mm @ 34%) having LL 45, PI 20 & Uniformty coefficient (Cu) 5 on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mix shall be designed for a minimum laboratory 7 days unconfined compressive strength of not less than 1.7 MPa (17 Kg/cm2) for sub-base and mixing in place with rotavator, grading with the tractor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base as per MORD Technical Specification Clause 404, including contractors profit & Over head charges but excluding GST and Seignorage etc., complete.
1496.1
1429508
955.49
Construction of Cement treated Granular Base using 5.00 per cent quantity of cement by weight of soil (percentage of cement will vary by Design Mix) and by Providing, laying and spreading well graded material (Table 400.4 of MoRTH) having LL 45, PI 20 & Uniformty coefficient (Cu) 5 on a prepared sub grade, adding the designed quantity of cement to the spread Material, the mix shall be designed for a minimum laboratory 7 days unconfined compressive strength of not less than 3.00 MPa (30 Kg/cm2) for base course and mixing in place with rotavator, grading with the tractor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of Base, as per MORTH specification 403, including contractors profit & Over head charges but excluding GST and Seignorage etc., complete.
1401
2832485
2021.76
Pre-coating of chips with 1 per cent of paving bitumin by weight of chips in suitable mixer asper technical specification of MoRD caluse 507.2.5 using Tailor made Cold Mix bitumen Binder, complete for finished item and as directed by the Engineer-in-charge.but excluding GST and seigniorage etc., complete
104.64
113021
1080.1
Providing and laying surface dressing as wearing course consisting of a layer of bitumen Tailor made Cold Mix bitumen Binder @ 1.40 kg / sqm laid on prepared surface followed by a cover of Pre coated crushed stone chippings of 9.5 mm size @ 0.008 cum per Sqm and rolling with 8-10 T Power Road Roller etc., complete for finished item of work as per MoRD Specification 507 and as directed by the Engineer-in-charge. including contractors profit & Over head charges but excluding GST and Seignorage.
13080
1355088
103.6
Construction of un-reinforced, 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, as per design, 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 etc complete as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water and cutting the grooves of 1/3rd depth of the slab thickness for forming the panels of 0.75 X 0.75 mts size as per drawing and Technical Specification Clause 1501 including contractors profit & Over head charges, but excluding GST and Seignorage etc., complete
72
482586
6702.59
Road Furniture
-
-
-
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 Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
5
8358
1671.7
Reinforced cement concrete M15 grade HM stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
18
8656
480.9
Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx5mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube. All MS will be stove enmeled on both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
2
16494
8247.3
Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size board as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete up to 0.9 sqm size board
2
3561
1780.7
Providing and fixing of semi-reflective cautionery, mandatory and informatory boards as per IRC:67 made of 1.5mm thick MS sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 65mm width and required letters and figures with reflective engineering grade tape as per clause 1701.3.9 of MORD for rural roads specification of required shade and colour supported and welded on 47x47mm of 12 SWG square tube of 3050mm height duly strenthened by 25x5mm MS flat iron on edges on back firmly fixed to ground by means of properly designed foundations with M-15 grade CC 450x450x600 mm , 600mm below ground level as per approved drawings and technical specification Clause 1701.2.2 of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete with 600X 600 mm size MS sheet
12
16471
1372.6
Providing and fixing of Maintenance information board as per MoRD specifications and drawings. The Board will be a composite unit consisting of 1 MS plate of 1.60mm thickness (16SWG) and size of 900 x 1500 mm welded over welded MS flat Iron plates 50 x 5 mm size on back and welded to 75 mm dia 3.65mm thick (B class) steel tube frame of height 3.05 m as per the drawing and painted with ready mixed synthetic enamel paint of superior quality in required shade and colour, lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications.The 75mm dia steel tubes welded with 50 x 50x 6 mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 450 x 450 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit and excluding GST & Seigniorage etc., complete.
1
9352
9352.6
1000 mm dia pipe culvert single row(10 No)
-
-
-
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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
439.5
37357
85
Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
53.6
19226
358.7
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course
47.7
154276
3234.3
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-
240.1
848705
3534.8
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Pipe Culverts 600mm dia
75
488775
6517
Construction of 2vent 6.0 m span slab Culvert ( 1No)
-
-
-
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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
411.41
34969
85
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course
37.93
122677
3234.3
Providing and laying plain cement concrete M20 grade (Nominal Mix: 1:2:4) using 40, 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1400 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
351.74
1407100
4000.4
Providing and laying plain cement concrete M20 grade (Nominal Mix: 1:2:4) using 40, 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1400 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
257.72
1090464
4231.2
P.C.C. M 15 ordinary grade (1:2.5:5) using 40,20 & 10mm metal (HBG) mechanically mixed leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1404.4 MORD & 2700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
7.87
31047
3945.1
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) ForBedblocks and backing walls
5.61
28841
5141
Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.2 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete upto 5m height. - For Super Structure (Deck slab)
48.96
273818
5592.7
Reinforced Cement Concrete M 30 grade approach slab using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.4 MORD / 1500, 1600, 1700 & 2704 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
15.75
75363
4785
Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-
11.59
56746
4896.2
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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, 1206.6 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
60
10968
182.8
Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete
10.8
10194
943.9
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete- For Sub Structures
3
126467
42155.8
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1001 and 1401 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures
7.5
325947
43459.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1206.3 MORD / 710.14 of IRC, 78 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
54
32567
603.1
Construction of 2.0 m span slab Culvert (3No)
-
-
-
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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
199.98
16998
85
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course
44.43
143699
3234.3
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For footings
53.7
189818
3534.8
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For abutments'
178.74
668255
3738.7
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) ForBedblocks and backing walls
10.62
54597
5141
Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.2 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete upto 5m height. - For Super Structure (Deck slab)
14.04
78521
5592.7
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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, 1206.6 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
150
27420
182.8
Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete
10.8
10194
943.9
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete- For Sub Structures
1.2
50586
42155.8
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1001 and 1401 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures
2.4
104303
43459.7
CC Drains
-
-
-
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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
80
6800
85
Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
20
7174
358.7
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-
30
106044
3534.8
Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-
45
180018
4000.4
02. L042-NK Putti Nanda Road to Battivalasa in Makkuva Mandal of Vizianagaram District
-
-
-
Road Portion
-
-
-
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 to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD . including contractors profit & Over head charges, but excluding GST etc., complete.
3120
5616
1.8
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
759.15
51394
67.7
Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
396
98960
249.9
Construction of Cement treated Gravel Sub base using 4.5 per cent quantity of cement by weight of soil (percentage of cement will vary by Design Mix) and by Providing, laying and spreading well graded meterial (i.e 9.5 mm to 4.75 mm size Gravel of 66% and crusher dust of size 2.36mm @ 34%) having LL 45, PI 20 & Uniformty coefficient (Cu) 5 on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mix shall be designed for a minimum laboratory 7 days unconfined compressive strength of not less than 1.7 MPa (17 Kg/cm2) for sub-base and mixing in place with rotavator, grading with the tractor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base as per MORD Technical Specification Clause 404, including contractors profit & Over head charges but excluding GST and Seignorage etc., complete.
415.2
395091
951.57
Construction of Cement treated Granular Base using 5.00 per cent quantity of cement by weight of soil (percentage of cement will vary by Design Mix) and by Providing, laying and spreading well graded material (Table 400.4 of MoRTH) having LL 45, PI 20 & Uniformty coefficient (Cu) 5 on a prepared sub grade, adding the designed quantity of cement to the spread Material, the mix shall be designed for a minimum laboratory 7 days unconfined compressive strength of not less than 3.00 MPa (30 Kg/cm2) for base course and mixing in place with rotavator, grading with the tractor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of Base, as per MORTH specification 403, including contractors profit & Over head charges but excluding GST and Seignorage etc., complete.
414.6
833122
2009.46
Pre-coating of chips with 1 per cent of paving bitumin by weight of chips in suitable mixer asper technical specification of MoRD caluse 507.2.5 using Tailor made Cold Mix bitumen Binder, complete for finished item and as directed by the Engineer-in-charge.but excluding GST and seigniorage etc., complete
29.57
31938
1080.1
Providing and laying surface dressing as wearing course consisting of a layer of bitumen Tailor made Cold Mix bitumen Binder @ 1.40 kg / sqm laid on prepared surface followed by a cover of Pre coated crushed stone chippings of 9.5 mm size @ 0.008 cum per Sqm and rolling with 8-10 T Power Road Roller etc., complete for finished item of work as per MoRD Specification 507 and as directed by the Engineer-in-charge. including contractors profit & Over head charges but excluding GST and Seignorage.
3696
382905
103.6
Construction of un-reinforced, 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, as per design, 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 etc complete as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water and cutting the grooves of 1/3rd depth of the slab thickness for forming the panels of 0.75 X 0.75 mts size as per drawing and Technical Specification Clause 1501 including contractors profit & Over head charges, but excluding GST and Seignorage etc., complete
36
240780
6688.36
Road Furniture
-
-
-
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 Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
2
3336
1668.1
Reinforced cement concrete M15 grade HM stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
5
2401
480.2
Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx5mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube. All MS will be stove enmeled on both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
2
16487
8243.8
Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size board as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete up to 0.9 sqm size board
1
1779
1779
Providing and fixing of semi-reflective cautionery, mandatory and informatory boards as per IRC:67 made of 1.5mm thick MS sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 65mm width and required letters and figures with reflective engineering grade tape as per clause 1701.3.9 of MORD for rural roads specification of required shade and colour supported and welded on 47x47mm of 12 SWG square tube of 3050mm height duly strenthened by 25x5mm MS flat iron on edges on back firmly fixed to ground by means of properly designed foundations with M-15 grade CC 450x450x600 mm , 600mm below ground level as per approved drawings and technical specification Clause 1701.2.2 of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete with 600X 600 mm size MS sheet
10
13708
1370.8
Providing and fixing of Maintenance information board as per MoRD specifications and drawings. The Board will be a composite unit consisting of 1 MS plate of 1.60mm thickness (16SWG) and size of 900 x 1500 mm welded over welded MS flat Iron plates 50 x 5 mm size on back and welded to 75 mm dia 3.65mm thick (B class) steel tube frame of height 3.05 m as per the drawing and painted with ready mixed synthetic enamel paint of superior quality in required shade and colour, lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications.The 75mm dia steel tubes welded with 50 x 50x 6 mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 450 x 450 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit and excluding GST & Seigniorage etc., complete.
1
9345
9345.2
1000 mm dia pipe culvert single row(4 No)
-
-
-
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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
175.8
14943
85
Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
10.04
3486
347.3
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course
19.08
61447
3220.5
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-
96.04
338166
3521.1
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Pipe Culverts 600mm dia
30
195171
6505.7
Construction of 2.0 m span slab Culvert ( 1No)
-
-
-
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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
66.66
5666
85
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course
14.81
47695
3220.5
Plain cement concrete M 20 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Raft
17.9
71349
3986
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For abutments'
59.58
221887
3724.2
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) ForBedblocks and backing walls
3.54
18145
5125.8
Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.2 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete upto 5m height. - For Super Structure (Deck slab)
4.68
26096
5576.1
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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, 1206.6 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
50
9140
182.8
Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete
3.6
3398
943.9
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete- For Sub Structures
0.5
21077
42155.8
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1001 and 1401 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures
0.7
30421
43459.7
CC Drains
-
-
-
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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
52.5
4462
85
Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
15
5209
347.3
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course
22.5
72461
3220.5
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-
40.5
142604
3521.1
03. L056-Makkuva Kaviripalli Road to Naiduvalasa in Makkuva Mandal of Vizianagaram District
-
-
-
Road Portion
-
-
-
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 to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD . including contractors profit & Over head charges, but excluding GST etc., complete.
4320
7776
1.8
Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting with Vibratory Roller to achieve the desired density as per Technical Specification Clause 301.9 of MORD ,including contractors profit & Over head charges, but excluding GST &seignorage charges etc., complete.
4667.5
99417
21.3
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
5636.79
381610
67.7
Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
217.5
54353
249.9
Construction of Cement treated Gravel Sub base using 4.5 per cent quantity of cement by weight of soil (percentage of cement will vary by Design Mix) and by Providing, laying and spreading well graded meterial (i.e 9.5 mm to 4.75 mm size Gravel of 66% and crusher dust of size 2.36mm @ 34%) having LL 45, PI 20 & Uniformty coefficient (Cu) 5 on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mix shall be designed for a minimum laboratory 7 days unconfined compressive strength of not less than 1.7 MPa (17 Kg/cm2) for sub-base and mixing in place with rotavator, grading with the tractor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base as per MORD Technical Specification Clause 404, including contractors profit & Over head charges but excluding GST and Seignorage etc., complete.
392.45
365755
931.98
Construction of Cement treated Granular Base using 5.00 per cent quantity of cement by weight of soil (percentage of cement will vary by Design Mix) and by Providing, laying and spreading well graded material (Table 400.4 of MoRTH) having LL 45, PI 20 & Uniformty coefficient (Cu) 5 on a prepared sub grade, adding the designed quantity of cement to the spread Material, the mix shall be designed for a minimum laboratory 7 days unconfined compressive strength of not less than 3.00 MPa (30 Kg/cm2) for base course and mixing in place with rotavator, grading with the tractor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of Base, as per MORTH specification 403, including contractors profit & Over head charges but excluding GST and Seignorage etc., complete.
447.9
872509
1948
Pre-coating of chips with 1 per cent of paving bitumin by weight of chips in suitable mixer asper technical specification of MoRD caluse 507.2.5 using Tailor made Cold Mix bitumen Binder, complete for finished item and as directed by the Engineer-in-charge.but excluding GST and seigniorage etc., complete
35.85
38721
1080.1
Providing and laying surface dressing as wearing course consisting of a layer of bitumen Tailor made Cold Mix bitumen Binder @ 1.40 kg / sqm laid on prepared surface followed by a cover of Pre coated crushed stone chippings of 9.5 mm size @ 0.008 cum per Sqm and rolling with 8-10 T Power Road Roller etc., complete for finished item of work as per MoRD Specification 507 and as directed by the Engineer-in-charge. including contractors profit & Over head charges but excluding GST and Seignorage.
4479
462232
103.2
Road Furniture
-
-
-
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 Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
2
3299
1649.6
Reinforced cement concrete M15 grade HM stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
8
3815
476.9
Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx5mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube. All MS will be stove enmeled on both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
2
16453
8226.5
Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size board as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete up to 0.9 sqm size board
6
10621
1770.3
Providing and fixing of semi-reflective cautionery, mandatory and informatory boards as per IRC:67 made of 1.5mm thick MS sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 65mm width and required letters and figures with reflective engineering grade tape as per clause 1701.3.9 of MORD for rural roads specification of required shade and colour supported and welded on 47x47mm of 12 SWG square tube of 3050mm height duly strenthened by 25x5mm MS flat iron on edges on back firmly fixed to ground by means of properly designed foundations with M-15 grade CC 450x450x600 mm , 600mm below ground level as per approved drawings and technical specification Clause 1701.2.2 of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete with 600X 600 mm size MS sheet
12
16346
1362.2
Providing and fixing of Maintenance information board as per MoRD specifications and drawings. The Board will be a composite unit consisting of 1 MS plate of 1.60mm thickness (16SWG) and size of 900 x 1500 mm welded over welded MS flat Iron plates 50 x 5 mm size on back and welded to 75 mm dia 3.65mm thick (B class) steel tube frame of height 3.05 m as per the drawing and painted with ready mixed synthetic enamel paint of superior quality in required shade and colour, lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications.The 75mm dia steel tubes welded with 50 x 50x 6 mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 450 x 450 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit and excluding GST & Seigniorage etc., complete.
1
9308
9308.1
1000 mm dia pipe culvert single row(10 No)
-
-
-
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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
87.9
7471
85
Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
5.02
1454
289.7
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course
9.54
30064
3151.4
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-
48.02
165784
3452.4
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Pipe Culverts 600mm dia
15
96739
6449.3
600 mm dia pipe culverts single Row 3 Nos
-
-
-
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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
71.82
6104
85
Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
5.1
1477
289.7
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course
11.61
36587
3151.4
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-
48.72
168200
3452.4
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Pipe Culverts 600mm dia
22.5
59026
2623.4
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