Chhattisgarh State Industrial Development Corporation Limited Tender

Providing and laying leveling course / profile corrective course with bituminous macadamWith 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 [SOR I/5.19 (B), P/24]

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 (i) Grading-III Material [SOR I/4.1(A) (a) (i) , P/15]

Making 50 mm x 50 mm Furrows (Making 50 mm x 50 mm furrows, at 45o inclination to the center line of the road and at one meter interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead) [SOR I/4.6 of P/16]

Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. [SOR I/3.2 P/11]

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. [SOR I/3.20 (i), 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.) [SOR I/9.1 P/38]

Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 [SOR I/9.9/ P/40]

Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 20 [SOR I/9.9/ P/40]

Providing and laying Reinforced Cement Concrete pipe NP 4 / prestressed concrete pipe (Laying Reinforced cement concrete pipe NP4 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipe , excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia [SOR I/9.2/ P/39]

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/51]

Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply) [SOR I/18.24, P/52]

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/3]

Labour only for cutting following Ductile Iron pipes of any type andclass. [SOR I/32.4, P/324]

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. [SOR I/4.41, P/18]

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/6]

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/9]

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/63]

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/9]

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/53]

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. In Cement Mortar 1:6 [SOR I/18.54.4, P/55]

PLASTER 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. 1:6 (Cement 1: Sand 6) [SOR I/18.60.3, P/56]

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/54]

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/56]

Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & foundation 1:2:4 (M-15) [SOR I/18.41.1.2, P/54]

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/54]

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/52]

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)