Jila Nirman Samiti Tender
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Jila Nirman Samiti - JNSJ Tender
Civil And Construction
Opening Date23 Sep 2023
Closing Date3 Oct 2023
Tender Amount₹ 1,94,02,000
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
148077Bid Award Id
ViewTender No
148077Tender Authority
Jila Nirman Samiti ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
Brick / Tile work
In cement mortar
50
12000
240
Dry brick pitching or brick soling
40
6160
154
Stone Masonry
Rubble stone masonry in cement mortar
30
7200
240
Removing all type of hume pipes and stacking within a lead upto 1000 meters including earthwork and dismantling of masonry works around pipes
(A) Up to 1000 mm dia
30
12000
400
Above 1000 mm dia
50
26550
531
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
(A) Ordinary soil (i) upto 3 m depth
320
46720
146
Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
(B) Ordinary rock
(i) upto 3 m depth
50
12300
246
Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
130
3796
29.2
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
(A) Using concrete mixer
(i) PCC Grade M15
150
691950
4613
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200
(A) Height upto 5m
(a) Using concrete Mixer
(i) P.C.C. Grade M-15
80
390400
4880
(ii) P.C.C. Grade M-20
100
555100
5551
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200
6
414012
69002
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700
(A) RCC Grade M25
(I) For Solid Slab Super Structure
(a) Using Concrete Mixer
(i) Height upto 5 m
50
347850
6957
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
5
350505
70101
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200
300
96300
321
Back filling behind abutment, wing wall and return wall
complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.
(i) Granular material
400
362000
905
Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200
130
250380
1926
Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.
80
5280
66
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification
50
592350
11847
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
80
354960
4437
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
140
172760
1234
Filler joint
Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.
140
168560
1204
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503
140
337820
2413
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504
(B) Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15
320
1505600
4705
Granular courses
Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials lead upto 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
150
165600
1104
Drainage Spouts complete as per drawing and Technical specifications of section 2705
40
80280
2007
Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803.
With Road Marking Paint
250
14000
56
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504.
90
187110
2079
Grouting with C.M. 1:4 in Pitching as per drawing and
technical specification
350
350000
1000
Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification.
(A) Cement Grout
250
23250
93
(B) Cement mortar (1:1) Grouting
250
43000
172
Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per specifications..
130
209560
1612
Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer. (Av. thickness 25mm)
90
218340
2426
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
A ) Bituminous courses
110
59620
542
B Granular courses
150
58500
390
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A Plant mix method (with Mechanically crushed stone only)
(a) For Lower Sub-base with
(ii) Grading-IV Material
150
218700
1458
(b) For Sub-base cum drainage layer or upper sub-base with
ii) Grading-VI Material
250
340750
1363
Scarifying Existing Granular Surface to a depth of 50 mm (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads up to 1000 meters ) as per clause 305.4.3.
350
6300
18
Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters.)
350
8050
23
Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 / prestressed concrete pipe 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 walls and parapets . )
(C) 900 mm dia
120
603840
5032
1000 mm dia
140
773920
5528
1200 mm dia
80
572560
7157
Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.
250
189750
759
P/L Un-reinforced CC without Dowel bars i/c farmwork & expansion,contraction and longitudinal joints as per design & as per IRC 62-2014,over a prepared sub base as per approved mix design and finishing etc coplt.
P.C.C. M-30
250
1097750
4391
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)
250
358500
1434
Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502
(i) on WBM/WMM surface @0.85 Kg/sqm
1000
64000
64
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503
Bituminous surface @ 0.25 kg /Sqm
2000
30000
15
Granular surfaces treated with primes @ 0.30 kg /Sqm
1000
17000
17
Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.) (B) With mechanical paver finisher
(ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%)
150
1187400
7916
Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) (B) With mechanical paver finisher
(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
108
1059696
9812
Providing and laying leveling course / profile corrective course with bituminous macadam With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. (B) With mechanical paver finisher
22
119504
5432
Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. (A) With vibratory roller
150
43650
291
Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
500
125000
250
Construction of RCC open drain
(i) Construction of RCC open drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC M-20 walls, 150 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 10 mm dia horizontal bars @ 150 mm c/c and L-shaped 10 mm dia vertical bars @ 150 mm c/c (L=1400 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
250
1226250
4905
(ii) Construction of RCC open drain .60m x 0.60m inside lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
300
777600
2592
Construction of RCC Drain/Cover/Chamber
(i) Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
60
8400
140
(ii) Construction of RCC drain/chamber cover, placing in position providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20
20
822920
41146
(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications
2
112602
56301
Providing & laying precast interlocking concrete blocks of minimum compressive strength of 300 kg/sq.cm and approved size , shape/ pattern over coarse sand bed of thickness upto 40 mm and joints thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004. (A) 60mm thick Plain precast interlock concrete block
80
39760
497
(B) 80mm thick Plain precast interlock concrete block
70
41300
590
(C) 80mm thick Polymer coated coloured precast interlock concrete blocks
50
36600
732
(D) 60mm thick Polymer coated coloured precast interlock concrete blocks
60
38820
647
Dry Lean Cement Concrete Sub-base as per IRC:SP-49 Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.)
80
186560
2332
Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
(ii) P.C.C. M-15
40
147800
3695
Providing and laying un reinforced cement concrete without dowel bar including fromworks and expansion contraction and longitudinal joints as per design and as per IRC 62-2014, over a perpared base as per approved mix design and finishing to lines and grade as per Drawing for pavement thickness less than 200mm in low volume roads.
(ii) PCC grade M-30 and minium cement content @375kg./cum.
200
878200
4391
Retro- reflectrorized Traffic signs (Providing and fixing of retro reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing) (i) 90 cm equilateral triangle
10
51700
5170
(ii) 60 cm equilateral triangle
10
31280
3128
(iii) 60 cm circular
10
44600
4460
(iv) 80 cm x 60 cm rectangular
20
130660
6533
(vi) 60 cm x 60 cm square
20
105440
5272
Direction and Place Identification signs upto 0.9 sqm size board
(Providing and erecting direction and place identification retroreflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)
4
48496
12124
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:35-1997. The finished surface to be level, uniform and free from streaks and holes.)
100
70700
707
Providing and Fixing Linear Delineator System as per MOST clause 806 of specification for Roads and Bridges, of size 33‟'x 4” made with corrugate Aluminum (Confirming to IS:736 -Material Designation, 24345; or 1900) and reflective sheeting of Micro prismatic Lens sheeting as stipulated in MOST circular (RW/NH33023/31/88-DO.iii) confirming to ASTM D4956-01 Type IX and fixing the same with bracket made of galvanized steel fixed with 6 Nos. high precision Screws confirming to IS:1364.
25
63000
2520
Providing & Fixing tree studs in Square/ Round shape side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each
300
20100
67
Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS:873, part-IV:1973)
200
53400
267
Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 982011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.
(i) Single row for one utility service
41
22673
553
(ii) Double row for two utility service
40
40920
1023
Sub Divisional Officer
P.W.D (B/R) Sub Div. - 1
Jagdalpur
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