Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Opening Date21 Aug 2019
Closing Date9 Sep 2019
Tender AmountRefer Documents
Costs
EMD
₹ 4,31,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
55217Bid Award Id
ViewTender No
55217Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
Clearing and Grubbing Road Land
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. (a) In area of non-thorny jungle
6220
18660
3
Excavation in ordinary rock including loading in a truck and carrying of excavated material to embankment site with all lift and lead upto 50 m as per Technical Specification Clause 302.3.5.
1185.52
139891
118
(i) Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
2791.35
212143
76
Construction of Embankment with Material Obtained from Roadway Cutting
(i) 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
2791.35
167481
60
Construction of Embankment with Material Obtained from Pits
(i)Construction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet requirement of Tables 300.1 & 300.2 with a lead up to 250 m as per technical specifications clause 301.5
6353.03
965661
152
Compacting Original Ground / Existing Embankment.
Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
1866
42918
23
Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (B) Cement concrete
12
3804
317
(C )Reinforced Cement concrete
30.24
21138
699
Dismantling Stone Masonry
Dismantling Stone Masonry as per Technical Specification Clause 202.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
(A) Rubble Stone Masonry in Lime/Cement/mud mortar
148.5
29106
196
Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
4599.37
809490
176
Granular Sub-base with Well Graded Material (Table 400.1)
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 Clause 401.
872.52
715464
820
2) WBM Grading 2
Providing, laying, spreading and compacting mechanically crushed 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 Grading 2 as per Technical Specification Clause 405.
409.02
647471
1583
3) WBM Grading 3 Providing, laying, spreading and compacting mechanically crushed 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 Grading 3 as per Technical Specification Clause 405.
398.7
675402
1694
Construction of hard shoulders as per Technical Specification Clause 407.
Construction of hard shoulder with granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the desired density as per technical specification clause 407 & 401.
956.04
342261
358
Prime Coat
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5316.03
281750
53
Tack Coat
(ii) 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 Clause 503.
5316.03
95689
18
20mm thick Open-Graded Premix Carpet using Bituminous (VG/modified bitumen) Binder
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/ VG 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 or Type B or Type C as per Technical Specification Clause 508., Viscocity grade (VG) Bitumen specification as per IS 73:2006 (II) VG-30
5316.03
823985
155
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Case - II : Type B (II) VG-30
5316.03
297698
56
Cement Concrete Pavement
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including eveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
135
688095
5097
Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per
138.6
528205
3811
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3, RD-Length-0 m(Strengthening of existing cc road and structure)
6.75
64881
9612
Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits 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 walls and parapets as per Clause 1106.
-
-
-
600 mm dia
30
87840
2928
300 mm dia
30
33870
1129
Bedding for Causeway/Pipes
(II) Type B (First Class) Bedding, Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
-
-
-
600 mm Dia Hume Pipe
6.75
6453
956
300 mm Dia Hume Pipe
3.38
3227
956
Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., (I) Ordinary soil ( i. Upto 3 m depth)
233.1
37529
161
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
18.9
74901
3963
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, II. P.C.C grade M 15(Nominal mix (1:2.5:5)
141.75
552683
3899
Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
160
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5, III. Cement concrete grade M 10 in case of concrete block pitching
-
-
3211
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
-
-
1386
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
-
-
812
Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per , sectional area of side drains =0.25 Sqm.
-
-
3442
Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6, RD-Length-0 m
-
-
277
Construction of Hill Side Drain
Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1,
-
-
2593
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5, III. Cement concrete grade M 10 in case of concrete block pitching
220.5
844956
3832
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
270
447390
1657
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
270
386100
1430
Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per , sectional area of side drains =0.25 Sqm.
57
217227
3811
(A) Providing typical PMGSY informatory & logo board as per approved drawing & specifications, painted with enamel paint on both side of board, lettering, figuring, printing arrows, border, etc with ready mix synthetic enamel paint of superior quality in required shed & colours.
(I) Brick/Stone Masonary
1
8598
8598
Providing & Fixing of PMGSY 'Logo' board
Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.
1
6626
6626
Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back
2
28030
14015
B Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 sqm 4725.00
4
18668
4667
Kilometre Stone
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
-
-
-
5th Kilometre Stone (precast)
-
-
3605
Ordinary Kilometer Stone (Precast)
2
4308
2154
200 m stone (precast)
6
2694
449
Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge.
20
9440
472
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work 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 sqm 84.00
8.58
841
98
CD WORK
-
-
-
Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, i. Upto 3 m depth
294.05
47342
161
(II) Ordinary rock (not requiring blasting)
i. Upto 3 m depth
43.94
8876
202
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II. P.C.C grade M 15(Nominal mix (1:2.5:5)
56.66
220917
3899
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, (I).P.C.C. grade M 10, (i) Nominal mix (1:3:6)
-
-
3963
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m,
(I) P.C.C grade M 15 (Nominal mix (1:2.5:5)
333.83
1345669
4031
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5, (II) R.C.C M 25 (Design mix)
72.22
390855
5412
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
3.88
37295
9612
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.73
103623
59801
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
39
10764
276
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (II) Sandy material
120.15
132886
1106
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
57.29
76597
1337
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
30
4620
154
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
30
720
24
Bedding for Pipe
Type B ( First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
18.22
17418
956
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design 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.
-
-
-
1000 mm dia
10
51770
5177
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
29.16
41699
1430
MAINTENANCE WORK
-
-
-
1st Year
1.56
46650
30000
2nd Year
1.56
62200
40000
3rd Year
1.56
108850
70000
4th Year
1.56
171050
110000
5th Year
1.56
248800
160000
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