Chhattisgarh State Industrial Development Corporation Limited Tender

Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm
nominal size).
(S.O.R. I/3.2.1 P/23)

Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
Thermo-Mechanically treated bars FE 415
(S.O.R. I/3.12.1 P/24)

Providing and fixing form work including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
Foundations, footings, bases of columns plinth beam, curtain wall in any.
(S.O.R. I/2.1.1 P/16)

Providing and fixing on wall face or under floor UV stabilized
Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
75 mm dia pipe.
(S.O.R. I/18.76.1, P/170)

Transportation of excavated material upto 1km lead
Transportation of different other material i/c loading &
Unloading
Loose moorum/sand/earth/surkhi/cement/stone dust/hot mix asphalt material
(Road SOR I/1.1(i) + 1.2 (d) of P/6)

Construction of RCC open drain
(ii) Construction of RCC open drain 0.60m x 0.60m inside dimension 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.
[SOR I/3.20 (ii), P/13]

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 including dewatering etc. complete.
Ordinary soil
Upto 3 m depth
(Bridge S.O.R. I/ 2.1 P/ 1)

Sand Filling in Foundation Trenches as per Drawing &
Technical Specifications.
(Bridge S.O.R. I/ 2.3 P/ 13)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
Using concrete mixer
PCC Grade M15
(Bridge S.O.R. I/ 2.6 A (i) P/ 14)

Furnishing and Placing Reinforced/Prestressed cement
concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).
RCC Grade M25
For Solid Slab Super Structure
Using Concrete Mixer
(Bridge S.O.R. I/ 4.1 (A) I , (a) P/ 24)

Supplying, fitting and placing HSD (High Strength
Deformed Steel) bars reinforcement in sub-structure
complete as per drawing and technical specifications section 1600 and 2200.
(Bridge S.O.R. I/ 3.7 P/ 21)

Providing and laying of Filter media with granular
materials/stone crushed aggregates satisfying the
requirements laid down in clause 2504.2.2. of MORT&H
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.
(Bridge S.O.R. I/ 3.10 P/ 22)

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 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200.
(Bridge S.O.R. I/ 3.8 P/ 21)

Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift up to 1.5m, disposal earth to be levelled, neatly dressed.
[SOR I/18.15, P/225]

Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply)
[SOR I/18.24, P/227]

Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-9) conforming to IS: 8329/ 2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/2018
[SOR I/4.3 P/03]
100mm diameter

Labour only for cutting following Ductile Iron pipes of any type and class.
[SOR I/19.4 , P/60]
100mm diameter

Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. (Class PN 16 )
[SOR I/4.41, P/18]

Providing and Laying including testing Ductile Iron Double Socket 90° Bends conforming to IS: 9523/2000 having dimension as per table 15 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.
[SOR I/4.13, P/07]
100mm dia

Providing & fixing following ductile iron butterfly valves including jointing & testing with cost of jointing material such as bolts, nuts and rubber insertion all complete as per IS: 13095-1991.
(Class PN 16)
[SOR I/4.47, P/20]
100mm dia

Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining.
[SOR I/4.11, P/06]
100mm dia

Providing and Laying including testing Ductile Iron All socket Tees conforming to IS:9523/2000 having dimension as per table 21 of IS:9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/ 2000.
[SOR I/4.21, P/10]
100 x 100 mm dia

Providing and Laying including testing ductile PN 16 type iron flanged spigot conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000.
[SOR I/4.9, P/5]
100mm dia

Providing and laying in position following cast iron plugs. [SOR I/1.15, P/20]

Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) In foundation and plinth 1:3:6 (M-10)
[SOR I/18.40.1.3, P/229]

Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20 % in foundation & plinth i/c curing etc. complete.
[SOR I/18.54.3, P/231]

PLASTER 12mm thick cement plaster in single coat including finishing even, smooth and curing complete.
1:5(Cement 1: Sand 5)
[SOR I/18.60.3, P/232]

STEEL Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/ccost of binding wire and wastage.
[SOR I/18.44, P/230]

FORM WORK Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for: Foundation , footing, bases of columns ,etc for mass concrete.
[SOR I/18.64.1, P/233]

Providing & laying mechanically mixed R.C.C.excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal)1: 11/2:3 (M 20)
[SOR I/18.42.1, P/230]

Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. In depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils [SOR I/18.22, P/227]

Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS:1239/2011 Part-II.
[SOR I/6.1, P/90]

ROAD WORKS
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.
(i) Bituminous surface @ 0.25 kg /Sqm
(SOR I/5.2(i), P/19)

Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction)
A-With sensor paver finisher
(ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)
(SOR I/5.2-A(ii), P/19)

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 %
(SOR I/5.2(iii), P/20)

Clearing and grubbing road land including uprooting rank
vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section- 200.
A. In area of light jungle
(SOR I No./ 2.3, (A) P/08)

Random rubble masonry with hard stone in foundation and plinth in Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) including leveling up with cement concrete 1:6:12
(1 cement : 6 coarse sand: 12 stone aggregate
20mm nominal size) upto plinth level.
(Building S.O.R. I/ 6.1 P/ 40)

Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
(Building S.O.R. I/ 3.1.5 P/ 23)

Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.
(Building S.O.R. I/ 2.1.1 P/ 16)

Providing and making pointing on stone work with cement Mortar 1:3 (1
cement : 3 fine sand)
Flush pointing
(Building S.O.R. I/ 11.38.1 P/ 106)

ELECTRICAL WORKS
Supplying ,Installation, testing and commissioning of hybrid solar street luminaire of housing made of extruded Aluminium and IP65 ingress protection. The all in one solar street lighting system having system lumen output up to 120 LPW (as per LM79 report of NABL accredited lab only), CCT of 6500k (+/- 500k) and CRI > 70, L70 should be of 50000 hours or more. The luminaire should be having SMD type LEDs with secondary lens / optics suitable for street lighting application, MPPT charge Controller and DC driver and automatic dusk to dawn operation feature. The All in one Solar Street light must have hybrid feature under which LED light can be operate by both AC mains & DC supply. The integrated luminaire should have monocrystalline PV module, Lithium battery pack having upto 10Hrs. of autonomy with full power mode and upto 36Hrs. of autonomy with saving mode. Specially designed in built PIR sensor allows to sense motion i.e. if a human is within sensor range then streetlight is at 100% full power lighting mode otherwise if no movement is detected to save energy it dims down to 30% of power.
60w ,90Wp Monocrystalline Panel - 12.8V 52Ah Lithium Ferro Phsophate (LifePo4) battery

Supply of swaged steel tubular pole as per IS 2713 with base plate of size 300x300x6mm welded at bottom, necessary hole for cable entry and earthing stud welded at specified height including painting with one coat of red oxide zinc chromate primer.
Designation 410 SP-30 height 9.00 metre
(SOR:19.3.10 P/162)

Providing and making suitable CC pole collar (muffing) in Cement Concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) of size 0.4 m dia and 0.4 m height from existing CC foundation.
(SOR:19.13 P/165)

Providing following size ISI marked FRLS PVC insulated , PVC sheathed, flexible copper conductor wire.
1.5 sq. mm three core
(SOR:32.2.4 P/267)

Erection of STEEL TUBULAR or

Painting of following height steel tubular poles with two coat of approved colour and shade synthetic enamel paint including cleaning the surface as per specification:
Above 6 metre and upto 8 metre
(SOR:19.24.2 P/170)

Dismantling the all sizes outdoor lighting luminaries from steel poles with accessories including shifting of dismantled material to department store.
(SOR:29.7 P/261)

Dismantling of steel pole, R. S. joist, girder pole from the cement concrete foundation with bracket, insulators, stay wires etc, refilling the pit upto ground level including shifting of dismantled material to department store.
(SOR 29.14 P/262)

Dimantling of ACSR conductor of size 6/1/2059 & 6/1/335 mm dia from existing pole with dismatling of angle iron, insulator etc and including shifting of dismantled material to department store.
(NON SOR Item)