Chhattisgarh State Industrial Development Corporation Limited Tender

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, 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 (S.O.R. I/4.13.(A), of P/17) [Road S.O.R.]

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.) (S.O.R. I/8.13, of P/31) [Road S.O.R.]

Demolishing stone rubble masonry including arches, stacking of serviceable material and disposal of unserviceable material within 50 Metres lead. 16.5.2 In cement mortar [S.O.R. I/16.5.2, P/147]

Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits 1.1.1 In all types of soils. [S.O.R. I/1.1.1, P/09]

Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. [S.O.R. I/1.18, P/11]

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. 3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). [S.O.R. I/3.1.4, 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: 3.12.1 Thermo-Mechanically treated bars FE 415 [S.O.R. I/3.12.1, P/24]

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

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. 3.2.1 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 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. 18.76.1 75 mm dia pipe. [S.O.R. I/18.76.1, P/170]

Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M. [S.O.R. I/1.17, P/11]

Carriage by mechanical transport upto 5 km lead: 1.26.1 Earth [S.O.R. I/1.26.1, P/12]

Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). (SOR I/3.1.3, P/23)

Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) (SOR I/2.1.7, P/16)

Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls (SOR I/2.1.8, 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. 18.76.1 110 mm dia pipe. [S.O.R. I/18.76.2, P/170]

Excavation for all types and sizes of foundations, trench and drain or for any other purpose including disposal of excavation stuff into 1.5 m lift and lead into 50 m (at least 5m away from the excavated area), including dressing and leveling of In ordinary rock (S.O.R. I/1.1.2 P/09)

Excavation for all types and sizes of foundations, trench and drain or for any other purpose including disposal of excavation stuff into 1.5 m lift and lead into 50 m (at least 5m away from the excavated area), including dressing and leveling of Extra for every additional lift of 1.5 m or part thereof. Ordinary or hard rock (S.O.R. I/1.6.2 P/10)

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: Cold twisted bar / Hot rolled deformed steel (S.O.R. I/3.12.4 P/24)

Providing and fixing formwork including centering, shuttering, strutting, propping bracing etc. complete and including its removal at all levels, for: Columns, beams & walls - circular or any other geometrical Shape other than square and rectangular in all sizes. (S.O.R. I/2.1.6 P/16)

Supplying, filling, spreading & leveling stone boulders/ Gravels/Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). Stone boulders of size range 5 cm to 20 cm, in recharge pit (S.O.R. I/21.14.1, P/201)

Providing and fixing on wall face UV stabilized Plasticized PVC molded fitting/accessories having 3.2mm wall thickness for rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90° (S.O.R. I/18.77.1 P/170) 1. Coupler -110mm (S.O.R. I/18.77.1.2 P/170)

Providing and fixing on wall face UV stabilized Plasticized PVC molded fitting/accessories having 3.2mm wall thickness for rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90° (S.O.R. I/18.77.1 P/170) 2. Tee -110mm (S.O.R. I/18.77.1.2 P/170)

Providing and fixing on wall face UV stabilized Plasticized PVC molded fitting/accessories having 3.2mm wall thickness for rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90° (S.O.R. I/18.77.1 P/170) 3. Bend -110mm (S.O.R. I/18.77.1.2 P/170)

Providing and fixing on wall face UV stabilized Plasticized PVC molded fitting/accessories having 3.2mm wall thickness for rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90° (S.O.R. I/18.77.1 P/170) 4. Clamp (110mm) (S.O.R. I/18.78.2 P/171)

Providing and fixing PVC ball valve for inlet / outlet of rain Water harvesting pipe and filter. 110mm dia pipe (S.O.R. I/21.19 P/201)

Providing and fixing “NETLON insect screens” with 25mm wide Hook and loop tape all around to wooden/ aluminium / steel windows, ventilators and the like complete. (S.O.R. I/9.84 P/84)

Supplying and laying of Wooden charcoal.

Providing and fixing Steel nails (khila)

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

Supplying of following 230/250 volts LED Flood light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Seperate housing for driver etc complete as per specification and P.A. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt. 300 watt

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)