Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Civil And Construction
Road Construction
Opening Date3 Mar 2023
Closing Date13 Mar 2023
Tender AmountRefer Documents
Costs
EMD
₹ 12,77,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
126470Bid Award Id
ViewTender No
126470Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
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
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
19532.49
3320523
170
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
700
44100
63
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
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
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
6633.4
1194011
180
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)
5575.21
3623886
650
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
59
14927
253
laying of first class bedding well compacted sand moorum approved grannular material as per clause 1105(ii) Type B-First lass Bedding
17.67
16094
911
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
1501.93
2125235
1415
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
1462.92
2213400
1513
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
1755.64
628517
358
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
19505.63
838741
43
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
19505.63
312090
16
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)
19505.63
2379686
122
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)
19505.63
838741
43
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
1800
9174600
5097
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
1800
6926400
3848
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
900
3357900
3731
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
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
Providing & Fixing of PMGSY 'Logo' board
Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.
4
26504
6626
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
8.4
39723
4729
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
-
-
-
(i) 5th Kilometer Stone (precast)
1
3700
3700
(ii)Ordinary Kilometer Stone (Precast)
7
15358
2194
(iii)200 m stone (precast)
30
13890
463
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.
210
99120
472
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 )
62.5
183000
2928
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
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
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.
7.45
111511
14968
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
8.17
11767
1440
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
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
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.)
3030
1830120
604
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
2
45094
22547
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
243.75
28275
116
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
CD WORK
-
-
-
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.
1914.77
484436
253
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
568.72
2074688
3648
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
1234.09
4748775
3848
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
133.91
1217398
9091
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
37.49
11546
308
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
298.58
429948
1440
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
5.6
305451
54560
Backfilling in foundation trenches as per drawings & technical specification Clause 1108
297.9
218064
732
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
224.31
323004
1440
Type B (First Class) Bedding
Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105
283.38
258158
911
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
217.5
1007460
4632
Backfilling in foundation trenches as per drawings & technical specification Clause 1108
54.23
39693
732
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
25.54
133411
5223
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.92
104778
54560
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
48
11472
239
Description
-
-
-
Maintenance of Road for Ist Year after Construction
7.45
223500
30000
Maintenance of Road for IInd Year after Construction
7.45
298000
40000
Maintenance of Road for IIIrd Year after Construction
7.45
521500
70000
Maintenance of Road for Fourth Year after Construction
7.45
819500
110000
Maintenance of Road for Fifth Year after Construction
7.45
1117500
150000
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