Cuttack Development Authority-CDA has published Tender For Construction Of 80 Ft Road Including Street Light Arrangement From Front Road Of Biju.Patnaik. Park At Sector-12 Connecting To 80 Ft Wide Road Of Block- A, Sector-13, Cda, Cuttack. Submission Date for this Tender is 22-05-2023. Street Lighting Tenders in cuttack Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Part- A (Civil) Construction of Road |
| 2 | Cleariing and grubing roadland, including uprooting rank vegitation, grass bushes, shurbs,sapling and trees girth up to 300mm, removalof stumps of trees cut earlier and disposal of unserviceablematerials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness etc.complete as per the specification and direction of Engineer-in charge. |
| 3 | Cutting of debries earth, soilgarbages etcfrom the road surface and removing itaway from the work site within 5 km lead etc. complete includingall cost, conveyance, taxes of all material and all labour, T&P etc. as per the specification and direction of Engineer in charge. |
| 4 | Reworking the cleaned surface suitably after supplementing the base materials with sand including watering & rolling, compacting with PRR etc. complete including all cost, conveyance, taxes, royalities of all materials and all labour T&P etc complete as per the direction of Engineer in charge. |
| 5 | Earth work excavation in foundation in all kinds ofsoil upto the required depth including levelling and dressing the bed & depositing the excavated materials away from the work site within initial lead and lift including cost, conveyance, taxes of all materials and all labour, T&P, etc. complete as per the specification and direction of Engineer in charge. |
| 6 | Supplying, Filling sand in road base and low lying plotted area in layers including watering and compacting with HRR etc. complete including all cost, conveyance, tax, royality of all material and labour, T&P, etc. complete as per the direction of Engineer in cahrge (measurement will be taken in level section). |
| 7 | Providing sub grade in layers with admixture of sand & moorum in prop (30:70) including watering compacting with vibratory roller to the required density including all cost conveyance, tax, royalities of all materials and cost of all labour, T&P, etc. complete as per the specification and direction of Engineer in charge. |
| 8 | Providing Granular subase of 225mm compacted thicknss by providing close graded granular sub base grading III material as per table 400-1, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achive the required density etc. complete as per the clause 401 of MOSRT & H specification for road and bidge work including all cost, conveyance, taxes of all materials and all labour, T & P etc. complete as per the direction of Engineer in charge. |
| 9 | Providing laying, spreading & compacting graded stone agreegate of specifc size to Wet Mix Macadam specification includingpremixing the materials 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 of MOSRTH specification for Road & Bridge works (4th Rivision )including costs conveyance, royalty taxes of all materials and labour T&P etc.complete as per the specification and direction of Engineer in charge. |
| 10 | Providing laying 50mm thick Bituminous Macadam with Hot Mix Plant using crushed grading II aggregates of specified grading pre mixed with bituminous binder of 60/70 penetration grade of Bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per clause 504 of MOSRT & H specification including all costs conveyance,royalty taxes of all materials and labour T&P etc.complete as per the specification and direction of Engineer in charge. |
| 11 | Providing laying 25m thick Semi dense bituminous concrete with batch type Hot Mix Plant using crushed grading II aggregate premixed with bituminous binder of 60/70 penetration grade of Bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and allignment, rolling with smooth wheelede vibratory and tandem rollers to achive the desired compaction as per Clause no.508 of MOSRT&H specification of Road & Bridge work including all costs, conveyance, royalty taxes of all materials & labour T&P etc, complete as per the specification and direction of Engineer in charge. |
| 12 | Providing & applying primer coat with bitumen emulsion on the prepared surface of granular base including cleaning of road surface and spraying bitumen using pressure distributor at the rate 0.60 Kg per sqm using mecahnical means as per clause 502 of MOSRT & H specification including cost conveyance, taxes, royalities of all materials labour T&P etc, complete as per the specification and direction of Engineer in charge. |
| 13 | Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg/ Sqm on the prepared bituminous surface / granular surface cleaned with mecahnical broom as per clause 503 of MOSRT & H specification complete etc. including all cost conveyance, tax, royalties of all materials and labour, T & Petc, complete as per the specification and direction of Engineer in charge. |
| 14 | RCC work of M-20 Grade concrete having a minimum compressive strength ( in work test) 200Kg/ sqcm in 15cm cubes at 28 days after mixing and test conducted in accordance with IS 456 and IS 516 using 20mm down graded size black hard crusher broken granite chips as per the design mix of approved quality and from approved quarry including hoisting, lowering, laying and compaction by using vibrators, watering, curing for 28 days, centering, shuttering, scafolding and finishing the exposed surface smooth, providing grooves or beads where necessary including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect but excluding cost of MS Rod or tor steel and binding wires & labour charges for bending binding and tying the grills etc. as per specification and direction of the Engineer-in-charge. |
| 15 | Base with Shuttering |
| 16 | Base without Shuttering |
| 17 | Wall |
| 18 | Slab |
| 19 | Straightening, cutting coiled of bent up HYSD Bar or Tor steel of approved brand including cutting, bending, binding, welding and jointing if necessary & tying the grills & placing in position asrequired for RCC works including all costs, conveyance, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors (payment will be made on standard weight of BIS for MS Rods or tor steel only) etc. complete as per the specification and direction of Engineer in charge. |
| 20 | Providing & laying plain cement concrete of prop (1:3:6) in using 40 mm nominal size down graded,screened,washed hard black crusher broken granite metals of approved quality & from approved quarry using good quality river sand from approved river bed including laying in the iayers,hosting,lowering, laying,watering and curing etc.complete to the required levels including cost, conveyance, taxes of all materials and all labour, T&P, etc. complete as per the specification and direction of Engineer in charge. |
| 21 | Providing & laying plain cement concrete of prop (1:2:4) in using 12 mm nominal size down graded,screened,washed hard black crusher broken granite metals of approved quality & from approved quarry using good quality river sand from approved river bed including laying in the ayers,hosting,lowering, laying,watering and curing etc.complete to the required levels including cost, conveyance, taxes of all materials and all labour, T&P, etc. complete as per the specification and direction of Engineer in charge.. |
| 22 | Providing Laterite stone masonry in CM(1:6) in Foundation & Plinth using approved quality of dressed laterite stone including cost conveyance, royalties and taxes of all materials, cost of all labour, T&P sundries required for the worketc. complete as per the specification and direction of Engineer in charge. |
| 23 | Providing 20mm thick Cement Plaster (1:6)over stone masonary in all walls finished smooth to outside surface of stone masonary after racking out joints, scraping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & levelto give required ornamental finish including with watering, curing, scafolding, screening sand etc. complete including, watering, curing, screening sand etc. complete with all cost, conveyance, taxes, royalties of all materials and all labour, T&P sundries required for the worketc. complete as per the specification and direction of Engineer in charge. |
| 24 | Providing random rubble stone dry packing in approns & revetments including all costs, conveyance, taxes of all materials and cost of labour T & P required for the work etc. complete as per the specification and direction of Engineer in charge. |
| 25 | Supplying, filling of middle verge area with earth including all cost, taxes, royalties and all labour, T & P, etc complete as per the specification and direction of Engineer in charge. |
| 26 | Laying to level or slopes conferming to IS 783 - 1959 and jointing with cement mortar 1:2 of concrete hume pipe class NP-2 , reinforced light duty to non-pressure pipes conferming to IS458-2003 with collars and butt ends prepared for collar joints of 600 mm diameter as per the specification complete including all cost, conveyance, taxes, royalities of all amaterials and all labour, T & P required for the worketc. complete as per the specification and direction of Engineer in charge. |
| 27 | Providing road marking with hot applied thermos plastic compound with reflectorising glass beads in two side on bituminous surface as per clause no.803 of MORTH including all cost, conveyance, taxes of materials and all labour T & P etc, complete as per the specification and direction of Engineer in charge. |
| 28 | Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x5mm spaced 2m centre,1.8m high,1.1 m belo etc, complete as per the specification and direction of Engineer in charge. |
| 29 | Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make ,design,colour and size made by block making machine with proper compaction laid inrequired pattern etc.complete in all respect conforming to IRC SP-63:2018 and direction of Engineer in charge. |
| 30 | Filling fdn. and plinth with excavated earth well watered and rammed in all kind of soil add for levelling & dressing @ excavated materials away from the work site within initial lead and lift including cost, conveyance, taxes of all materials and all labour, T&P, etc. complete as per the specification and direction of Engineer in charge. |
| 31 | Painting two coats with approved paint on- SE paint over one coat primer work including cost of paintetc, all cost, conveyance,royality,taxes of all materials,labour etc,complete as per the direction of engineer in charge. |
| 32 | Part- B (Electrical) |
| 33 | Supply and fixing of 8 mtr high Octagonal GI pu painted pole shall be designed to withstand the maximum wind speed as per IS 875. The top loading i.e. area and the weight of fixtures are to be considered to calculate maximum deflection of the pole and the same shall meet the requirement of BS EN 40-3- 1&3 . Octagonal Poles made from HT Steel Conforming to grade S355 & having thickness of 3mm. Top dia 70mm & Bottom dia 130mm single sharp welding with base plate dimension 200 x 200 x 16 mm & Base Plate must be Fe 415 conforming to IS 2062, foundation bolts must EN 8 grade & bolts size must be 4 x 20mm dia, PCD 200mm, Bolt length 600mm long.The door opening of the pole should be reinforced, water proofed & with locking arrangement & arrangement of in build junction box with 2 nos. 6Amp MCB (MCBs make should be L&T / SIEMENS / LEGRAND / ABB) or equivalant & terminal box with provision for connection of earth & neutral on 5mm thick fiber plate which will be kept in side the pole for termination of cable & wire. Model- Bajaj make or equivalentetc. all complete as per the specification & direction of Engineer in charge. |
| 34 | Construction of shallow foundation with M20 grade concrete for the pole considering the safe soil bearing capacity at site as 10 T/sqmtr with all materials and labour., taxes etc. all complete as per the specification & direction of Engineer in charge. (For Foundation & erection of 8 mtrs high Octagonal GIpole) . |
| 35 | Supply & fixing of 1mtr long Double Arm galvanised pu painted pulveric highly furnished Sword type special designed bracket length of 2000mm width with top designed FRP Dome & FRP Bracket knobs each. Design is specially as per drawing as per direction of Engineer in Charge. |
| 36 | Supply of lighting Fixtures of 72 Watt. LED type ZELA P WH PO TG SD Street Light having powder coated pressure die-cast Aluminum housing Clear toughened glass as per approved rates Govt. of Odisha having 02 (Two) years guarantee etc. completeas per drawing as per direction of Engineer in Charge. (Make : BAJAJ) |
| 37 | Supply, fitting and fixing of Coil Earthing etc, Complete with transportation, T&P and labour charges as per the direction of the Engineer-in-Charge |
| 38 | Supply andDrawing of 1.5 sq.mm. FR PVC insulated single core multistandard copper wire (FRLSH) (Make- Anchor / Havells / Finolex) for power supply from base of pole to light fitting etc. Complete as per the direction of Engineer-in-Charge. |
| 39 | Supply and laying of size 04 core x 16 sq.mm PVC insulated PVC sheathed armoured underground aluminum cable for power supply from 3 phase outdoor stand mounted Panel Board to each Junction Box of Street Light Pole including cost of materials, labour, T&P and transportation etc. complete as per direction of the Engineer-in-Charge. (Make - Havels / Nicco / Finolex / KEI /Polycab) |
| 40 | Supply and laying of size 04 core x 35 sq.mm PVC insulated PVC sheathed armoured underground aluminum cable for power supply from L. T. Poleto 3 phase outdoor stand mounted Panel Board to pole including cost of materials, labour, T&P and transportation etc. complete as per direction of the Engineer-in-Charge. (Make - Havels / Nicco / Finolex / KEI /Polycab) |
| 41 | Supply and laying of 1¼" OD (8 Kg/cm²) HDPE Pipefor laying of cable including cost of materials, labour, T&P and transportation as per direction of the Engineer-in-Charge. |
| 42 | Supply and fixing of three Phase outdoor type Panel Boardmade of 16 SWG C.R sheet of size 2"-0" x 2"-0" x 1"-0" with epoxy grey powder coated. The Panel Board consisting of the following accessories. (i) 63 Amp. 4 pole MCB - 1 no. (ii) 10 Amp. Single pole MCB - 1 no. (iii) Timer - 1 no. (iv) 63 Amp. Kit Kat - 3 nos. (v) 40 Amp. 4 pole Contactor - 1 no. (vi) 100 Amp. 4 pole Stud Connector- 1 no. and required socketing with complete wiring with 10sq.mm / 4sq.mm / 2.5sq.mm copper wireetc. complete with transportation, T&P and labour charges as per the direction of the Engineer-in-Charge. |
| 43 | Earthing with G.I earth pipe 3 meter long 40 mm dia ISI marked including accessories and providing masonary enclosure with cover plate having locking arrangment and watering pipe etc with charcoal and salt as required for earthing for Pannel as per direction of the Engineer- in- charge. |
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