Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Civil And Construction
Road Construction
Opening Date19 May 2023
Closing Date26 May 2023
Tender AmountRefer Documents
Costs
EMD
₹ 6,82,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
134948Bid Award Id
ViewTender No
134948Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
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construction of embankment with approved meterials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted using vibratory rollers to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5 including watering rolling etc.
-
-
55
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construction of embankment with approved meterials obtain from borrow pits transporting to site spreading grading to required slope and compacting using vibratory roller to meet requirement of table 300.1 and 300.2 with all lead and lift as per technical specification clause 301.5
16269.95
2765891
170
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construction of unlined surface drain of average cross section area 0.40 sqm in soil to specified lines grades level and dimensions. Excavated meterial to be used in embankment with all lead and lift of 50 m as per technical specification clause 307
850
53550
63
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loosening levelling and compacting original ground supporting embankment to facilitate placement to first lyer of embankment scarified to depth of 150mm mixed with water at omc and then compacted by rolling so as to achieve minimum dry density as given in table 300.1 and 300.2 for embankment construction as per technical specification clause 301.4.1
-
-
21
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Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
-
-
15
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construction of subgrade and earten shoulder with approved meterial (selected soil having CBR more than 7%) with all lead and lift transporting to site spreading grading to required slope and compacting to meet requirement of table 300.2 as per technical specification clause 303.1
5158.88
928598
180
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Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1)
(a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III)
4304.99
2798242
650
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Earth work in excavationof structures as per drawing and technical specifications clause 305.1 including setting out cunstruction of shoring and bracing removel of stumps and other deleterious material and disposals upto a lead up 50M drassing of sides and bottom and backfilling intanches with exacavated suitaible material.Ordinary Soil Up to 3 m depth
122
30866
253
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laying of first class bedding well compacted sand moorum approved grannular material as per clause 1105(ii) Type B-First lass Bedding
42.4
38627
911
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providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100KN static roller in stages to proper grade and camber applying and brooming crushable screening to fill up the interstic of course aggregates watering and compacting to the required density grade 2 as per technical specification clause 405
1412.71
1998983
1415
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providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100KN static roller in stages to proper grade and camber applying and brooming crushable screening to fill up the interstic of course aggregates watering and compacting to the required density grade 3 as per technical specification clause 405
1376.02
2081911
1513
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construction of hard shoulder with selected grannular meterial having CBR value not less than 15 including all lead and lifts watering and compacting with smooth wheeled roller to achieve the desired density as per technical specification clause 407 and 401
1651.34
591179
358
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providing and applying primer coat with bitumen emulsion SS-1 on prepared surface of grannular base including cleaning of road surface and spraying primer at rate of 0.7-1.00kg/sqm using mechnical means as per technical specification clause 502
18346.88
788915
43
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providing and applying tack coat with bitumen emulsion using emulsion RS-1 Pressure distributor @ 0.3-0.35 kg/sqm on the prepared non bituminous surface cleaned wih hydraullic broom as per technical specification clause 503
18346.88
293550
16
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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 aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) 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) Bitumen (VG-30)
18346.88
2238318
122
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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) Bitumen (VG-30)
18346.88
788915
43
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
225
1146825
5097
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Providing Concrete for plain reinforced concrete in Substructure complete as per drawing and technical specification clause 802, 804, 805, 806, 807, 1202 & 1204 PCC M-15
225
865800
3848
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Providing concrete for plain rainforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202, 1203 II P.C.C. Grade M-15 For CC drain
112.5
419737
3731
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
27498
13749
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Providing and fixing “Citizen Information Board/Maintenance 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
3
42045
14015
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Providing & Fixing of PMGSY 'Logo' board
Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.
3
19878
6626
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Cautionary, mandatory, informatory direction and place identification sign boards.
Semi-Reflective Traffic signs upto 0.90 sqm
Direction and place identification signs up to 0.9 sqm size board
Providing and erecting direction and place identifications of semi reflective sign boards 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 47mm 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 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
7
33103
4729
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Reinforced cement concrete M15 grade kilometer 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
-
-
-
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(i) 5th Kilometer Stone (precast)
1
3700
3700
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(ii)Ordinary Kilometer Stone (Precast)
5
10970
2194
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(iii)200 m stone (precast)
20
9260
463
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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.
250
118000
472
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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 ( 600MM dia )
150
439200
2928
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Providing concrete for plain rainforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202, 1203 II P.C.C. Grade M-15 (i) Nominal Mix 1:2.5:5
19
70889
3731
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Plain /reinforced concrete in Substructure complete as per drawing and technical specification clause 802, 804, 805, 806, 807, 1202 & 1204 PCC M-15-(i) Nominal Mix 1:2.5:5
1.8
6926
3848
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Setting Out work complete with construction of bench mark (Min 1 per km) working benchmark (Min 4 per km) and near all bridges and cross-drainage works made of bricks/stone masonary or concrete and reference pillars made of precast concrete poles/concrete filled 100 mm dia A.C.pipe @ 100 m interval of as required on both sides of the formation width, marking on centre line, setting out curves and recording of centre line levels and other required levels and distances etc. including setting out of cross-drainage structures & bridges with required reference pillars and marking etc. as directed by Engineer-in-Charge.
5.05
75588
14968
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
81.72
117676
1440
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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
-
-
250
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (A) Upto 600 mm dia
-
-
164
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Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.)
2850
1721400
604
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Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications.
For 7.50 M Formation Width
4
90188
22547
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Painting Two Coats on New Concrete Surfaces
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
178.75
20735
116
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (A) 600 mm to 900mm dia
-
-
222
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Earth work in excavationof structures as per drawing and technical specifications clause 305.1 including setting out cunstruction of shoring and bracing removel of stumps and other deleterious material and disposals upto a lead up 50M drassing of sides and bottom and backfilling intanches with exacavated suitaible material.
1048.03
265152
253
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Providing concrete for plain rainforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202, 1203 II P.C.C. Grade M-10 (i) Nominal Mix 1:3:6
236.08
861223
3648
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Providing Concrete for plain reinforced concrete in Substructure complete as per drawing and technical specification clause 802, 804, 805, 806, 807, 1202 & 1204 PCC M-15
740.73
2850335
3848
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
47.83
434833
9091
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
12.28
3782
308
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
116.72
168080
1440
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.24
122130
54560
... More
Backfilling in foundation trenches as per drawings & technical specification Clause 1108
150.08
109856
732
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
167.82
241657
1440
... More
Type B (First Class) Bedding
Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105
136.91
124727
911
... More
Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular materialin 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 as per Clause 1106. (B) 1000mm dia
120
555840
4632
... More
Backfilling in foundation trenches as per drawings & technical specification Clause 1108
53.98
39515
732
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
(ii) RCC M-25
30.89
161346
5223
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.28
124382
54560
... More
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
60
14340
239
... More
Description
-
-
-
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Maintenance of Road for Ist Year after Construction
5.05
151500
30000
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Maintenance of Road for IInd Year after Construction
5.05
202000
40000
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Maintenance of Road for IIIrd Year after Construction
5.05
353500
70000
... More
Maintenance of Road for Fourth Year after Construction
5.05
555500
110000
... More
Maintenance of Road for Fifth Year after Construction
5.05
757500
150000
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