Tender For Creation Of Infrastructure Facilities Viz Formation Of Internal Roads With Side Drain, Culverts, Providing Street Light Arrangement And Providing Water Supply Distribution Pipe Line At Sipcot Industrial Park, Manaparai.
Tender Value
43.60 Crore
Estimated cost
Bid Submission
10 Aug 2026
30 days left
EMD
21.90 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tiruchirappalli → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Creation Of Infrastructure Facilities Viz Formation Of Internal Roads With Side Drain, Culverts, Providing Street Light Arrangement And Providing Water Supply Distribution Pipe Line At Sipcot Industrial Park, Manaparai.
BOQ
| Sl. No. | Item Description |
| 1 | Road Work (Part-A) |
| 2 | Removing the top soil including Earth Work Excavation in all classes of soils, removal of weeds and vegetation, roots etc., and depositing in the places shown by the SIPCOT Officer etc., complete and as per the standard specification and as per the direction of SIPCOT Officials. |
| 3 | Supplying and laying of 300 mm dia. RCC non pressure spun pipes with socket and spigot ends - NP 2 class as per IS 458/2003 manufactured with sulphate resistance cement with 12mm Hi - alumina lining with rubber rings including labour charges for laying at proper levels and locations, transportation cost, jointing materials etc complete complying with standard specification and as directed by SIPCOT Officers. |
| 4 | Forming Embankment by conveying earth with in a lead of 10 KM from borrowed area outside the complete with a lead of 10km having CBR value not less then 7% which has to compacted properly and form a stable embankment including cost , loading and unloading and labour for proper setting out, stripping and storing the top soil, if necessary compacting the original ground by vibratory roller to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment in layers of not exceeding 200 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 97% proctor density for the soil below the top of 0.5 meter height of sub grade under optimum moisture content with moisture content adjusted in the range of one per cent (1 %) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VII) with power roller rolling and other construction equipments approved by engineer-in-charge and finishing the embankment at 97% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc. Complete as per MORTH standard specification and as directed by SIPCOT Officers. |
| 5 | Forming Sub Grade by conveying earth with in a lead of 10 KM to the required compacted thickness as per Table 300 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers. |
| 6 | Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers. |
| 7 | Providing and laying, spreading and compacting graded stone aggreates to Wet Mix Macadam Base Course of 250mm compacted thickness specification in two layers of 125mm thick each or else as specified on the prepared sub base by providing approved Coarse graded material conforming to Table 400 - 13 and satisfying the physical requirement for material for WMM as per Table 400 - 12 of MORTH Rev.-5, including pre-mixing the materials with water at OMC in mechanical mix plant carriage of mixed matrerial by tipper to site laying in uniform layers with favours in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev.-5 and as directed by SIPCOT Officers. |
| 8 | Providing and laying Prime Coat over wet mix macadam surface using 7.00 Kg bitumen emulsion for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc complete complying with standard specification and as directed by SIPCOT Officers clause 502 of MORT & H specifications. |
| 9 | Providing and laying Tack Coat over treated wet mix macadam surface using 2.50 Kg bitumen emulsion to cut back for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc., complete and as per the standard specification and as per the direction of SIPCOT Officials. as per clause 503 of MORT & H specifications. |
| 10 | Providing and laying to 75mm thickness Dense Bituminous Macadam using 0.40 cum of 37.50 -13.20 mm IRC size graded metal 0.35 cum of 13.20 - 2.36mm IRC graded metal and 0.36 cum of 2.36mm and below IRC size HBG metal with 71.30 kg of VG30 bitumen for premixing for 10 Sq.meter including cost and conveyance of all materials to CMP site including cost and conveyance of bitumen and other materilas to CMP site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hoti mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by vibratory Pneumatic Roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire,fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper ttrucks, paver finisher/9 m paver finisher, vibratary/Pneumatic Roller, and al other tools & plants required including fuel and all other incidental charges etc., complete asper specification using CMP as per clause 505 MORTH REV. V Specification and as per directed SIPCOT Officers. |
| 11 | Providing and laying40mm compacted thickness Bituminous Concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and 0.26 Cum. of 2.36 mm and below size graded metal with 50.30 kg of bitumen grade VG 30 confirming to IS 73 for pre mixing for 10 Sq. meter and using materials as per table 500 - 17 and staifying the physical requirement for material for course aggregates for BC as per table 500 - 16 of MORTH REV-V including cost and conveyance of all materials to CMP site , heating the bitumen andaggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveyin the mix by tipper trucks to paver site spreading the mix in required temperature for uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidation 80-100 km vibratory/Pneumatic road roller to the required density etc.,includinglabour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., complete and as per the standard specification and as per the direction of SIPCOT Officials. |
| 12 | Disposal of excavated earth with lead of 3Km including conveyence and all labours etc complete complying with standard specification and as directed by SIPCOT Officers. |
| 13 | Providing Lane Marking (Part B) |
| 14 | Providing and laying Centreline/Edgeline marking with white hot applied thermoplastic compound 150mm wide of high quality 2.5mm thick including reflectorising glass beads @250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 including cost and conveyance of all materials to the work site inclding labour charges for machinery and all other incidental charges etc.complete as per MORTH specification and as directed by SIPCOT officers. The finished surface to be level, uniform and free from streaks and holes. |
| 15 | Providing and fixing road Stud 100 x 100mm dia cast in Aluminium resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar,etc., complete and as per the standard specification and as per the direction of SIPCOT Officials. |
| 16 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) In the tender and as directed by the SIPCOT Officers. |
| 17 | supply & fixing of retro reflective sign boards made out of wide angle cube corner micro prismatic grade sheeting conforming to type xi standards of ASTM d 4956 - 09 & as per iro67-2012 specifications fully covered over 4mm thick aluminum composite panel sheet & back support frame of 25 25x3mm mild slue angle and 1 no’s of vertical posts of 50mm a 00 304 grad stainless steel pipe vertical post firmly fired to the ground by means property designed foundation of sand filling 100mm, PCC 1:4:8, 450mm x 450mm x 100mm and mi5 cement concrete 450mm x 450mm x 500mm below ground level and 450mm x 450mm x 300mm above ground level. the item includes earthwork excavation, cost of all material, loading, unloading, lead, lift, transportation etc., complete. 10 years pre-qualification warranty as per cause 6.90 of irc 67-2012 for type xi retro reflective sheeting from the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.70 of IRC 67-2012 including 3 years outdoor weather Exposure report for the retro reflective sheeting offered shall be submitted by the contractor for technical qualification in the tender and as directed by the SIPCOT Officers. |
| 18 | 90 cm equilateral triangle (With definition board) |
| 19 | Construction of RCC Side Drain (Part C) |
| 20 | Supplying and filling in foundation and basement ,etc with filling stone dust in layer of not more than 10cm thickwell watered, rammed and consolidated etc. complete complying with standard specification and as directed by SIPCOT officers |
| 21 | Providing Plain Cement Concrete 1:4:8(One cement, four sand and eight Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting, curing with all leads of soft potable water with standard specifications and as directed by SIPCOT officers. (in all heights and all depths). |
| 22 | Providing form work for sides & soffits of all RCC work including strutting 3 meter high using mild steel sheets BG 10 gauge of size 90 Cm x 60 Cm stiffened with mild steel angles of size 25 mm x 25 mm x 3 mm laid over silver oak (Country wood) joists of size 10 Cm x 5.5 Cm spaced at about 90cm center to center and supported by casurina props of size 10 Cm to 13 Cm dia spaced at about 75 Cm center to center etc., complete complying with standard spacification and as directed by SIPCOT Officers for vertical surface below plinth |
| 23 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/mᶾ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 24 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to Fe500 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers. |
| 25 | Plain Cement concrete in 1:2:4 (one cement, two M-sand and four HBG jelly) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per standard specification and as directed by SIPCOT officers. |
| 26 | Supply, delivery and laying of 110mm dia 6KSC PVC pipe for providing weep holes in drain including cost and conveyance of pipes and labour charges for laying and making the surface in good etc complete at 30cm intervals in 2 rows each side of drain walls etc., complete and as per the standard specification and as per the direction of SIPCOT Officials. |
| 27 | Supply and fixing of Rubber molded Hydralic pressed paver block 63 mm thick with approved desingn and colour etc., complete and as as directed By SIPCOT officials. |
| 28 | Painting two coats of black and white bands alternatively each coat separately using black and white enamel paints of approved quality including cost and conveyance of paint, painting articles and utencils, labour charges etc., Complete complying with standard specification and as directed by SIPCOT officers. |
| 29 | Manufacturing , supplying and fixing in position of RCC precast Jally of 75mm Thick in cement concrete 1:2:4 using 20mm machine crushed stone jelly ( excluding cost of reinforcement steel) including cost of mould , finishing , curing , lifting , fixing in position etc., complete complying with standard specification and as directd by SIPCOT Officers |
| 30 | Construction of RCC Box Culvert.(Part D) |
| 31 | Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B for culvert with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary of excavated earth in low lying areas with a lead of 2 km of places as shown by the SIPCOT Officers etc complete complying with standard specification and as directed by SIPCOT Officers. |
| 32 | 0-2m depth |
| 33 | Upto 2m depth |
| 34 | Supplying and Filling in foundation and basement, etc with filling Stone Dust to the required thickness of 15 cm, including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges for Bedding to Blocks. etc., complete as per the standard specification and as directed by the SIPCOT Officers. |
| 35 | Providing Plain Cement Concrete 1:4:8(One cement, four sand and eight Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting, curing with all leads of soft potable water with standard specifications and as directed by SIPCOT officers. (in all heights and all depths). |
| 36 | Providing form work for sides & soffits of all RCC work including strutting 3 meter high using mild steel sheets BG 10 gauge of size 90 Cm x 60 Cm stiffened with mild steel angles of size 25 mm x 25 mm x 3 mm laid over silver oak (Country wood) joists of size 10 Cm x 5.5 Cm spaced at about 90cm center to center and supported by casurina props of size 10 Cm to 13 Cm dia spaced at about 75 Cm center to center etc., complete complying with standard specification and as directed by SIPCOT Officers |
| 37 | Plane Surface Below plinth |
| 38 | Vertical Surface Below plinth |
| 39 | Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/mᶾ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete and as per the standard specification and as per the direction of SIPCOT Officials. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 40 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers. |
| 41 | Supply and Fixing of 63 mm dia PVC pipe - 6 Kg/sq.cm - Finolex or equalant or any ISI monogram, including labour charges for laying and fixing the PVC pipes with solvent jointing as per standard practice etc., including cost and conveyance of all materials to site, all opertaional and incidental charges, etc., complete complying with standard specification and as directed by SIPCOT officers. |
| 42 | Painting two coats of black and white bands alternatively each coat separately using black and white enamel paints of approved quality including cost and conveyance of paint, painting articles and utencils, labour charges etc., Complete complying with standard specification and as directed by SIPCOT officers. |
| 43 | Providing Streetlight Arrangements (Part E) |
| 44 | Supplying, installation testing and commissioning of Philips / Crompton / Bajaj 120 wat LED modular type light fitting including wiring from Loop out box to the luminaire in the bracket on the pole with insulated Copper conductor wire etc. complete including fixing charges and using material ladders and laying jointing of 3 core x 2.5 sq.mm copper cable from fitting to pole box fuse unit including cost of material and labour etc., complete and as per the standard specification and as per the direction of SIPCOT Officials. |
| 45 | Double Collar |
| 46 | Single Collar |
| 47 | Supply and erection of G.I Tubular Pole 10 Metre Length Pole with Base Plate (300 x 300 x 6mm)139.70mm OD x 4.50mm Thick x 5200mm Length, 114.30mm OD x 4.50mm Thick x 2400mm Length, 88.90mm OD x 3.25mm Thick x 2400mm Length complete with M.S base plate of size 300 x 300 x 6mm at the bottom. The pole shall be provided with a suitable Arms suitable for mounting LED 120W Modular type street light luminaire. The Arms shall be length and size as specified in the drawing enclosed including Pole Pedestal Foundation. ( Circular 0.30m dia, height 2.00 m with 1 : 4 : 8 PCC below footing, RCC M 15 pedestal including steel as per drawing appended herewith and as instructed by SIPCOT Officers). |
| 48 | Double Collar |
| 49 | Single Collar |
| 50 | Supply , installation testing and commissioning of outdoor type external CCMS panel for monitoring and controlling a group of minimum 30 lights from web application itself with two incomers for loop in and loop out topology, GPRS, Timer, Energy measurement systems and switching controllers 12KVA rated to feed a minimum of 30 luminaires for group control of luminaire complete complying with standard specifications. Feeder Pillar Enclosure Dimensions 1200x900x300mm ,The pillar to be erected with suitable angle iron frame pedestal with concrete grouting etc. Incoming MCCB TPN 125A, 25KA – 2nos,63A, 25KA – 1nos,Outgoing MCB TPN 16A, 10KA – 5nos, spare MCB TPN 32A, 10KA - 2nos, 3 Phase Digital Energy Meter (EM6400), Current Transformers 100/5A - 3nos, Power Contactor 1P, 32A – 3nos, Control Circuit MCB TPN, 6A, 10KA , Phase Indicator R, Y, B, A/M Selection Switch, Bus Bar 200A, 12V/7Ah rechargeable as battery back up, Space for Optical media converter and Smart RTU Device, complete complying with standard specification and as directed by SIPCOT officer. |
| 51 | Supply and laying of 31/2 x25sqmm PVC armored LTUG cable in suitable HDPE pipe in the trench to be excavated at adepth of .75m and refilling the earth to make good complete complying with standard specification and as directed by SIPCOT officer. |
| 52 | 31/2C x 25 Sqmm |
| 53 | Supplying and making end termination with brass compression gland and Aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE Aluminium conductor cable of 1.1 KV grade as required, complete complying with standard specification and as directed by SIPCOT officer. |
| 54 | 31/2C x 25 Sqmm |
| 55 | Web application charges per luminaire & on cloud hosting (annual subscription), complete complying with standard specification and as directed by SIPCOT officer. |
| 56 | Supply and installation maintenance free GI Earthing System comprising of 50mm dia and 2 mtr. long earth electrode of low carbon steel rod with 100 micron bonding and 25 kgs. of carbon based environment friendly backfill compound and suitable clamp, complete complying with standard specification and as directed by SIPCOT officer. |
| 57 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm), complete complying with standard specification and as directed by SIPCOT officer. |
| 58 | Coil earth to Street light poles with 8 SWG GI wire of 11.50 meters. Of length in which 10 meters of total length compressed into coil of one meter length connected suitable with hexagonal earth bolt of Size 8 mm x into 25mm welded on the pole at one end with a coil position fixed on the earth etc., complete complying with standard specification and as directed by SIPCOT officer. |
| 59 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officer. |
| 60 | Supplying and filling in foundation and basement with filling Crushed stone dust in layers of not more than 15 cm thick well rammed watered and consolidated complying with standard specification and as directed by SIPCOT officers |
| 61 | Cement Concrete 1:2:4 (One Cement, Two sand and Four hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by SIPCOT officers. |
| 62 | Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/mᶾ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by SIPCOT officer. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).Foundation and Basement |
| 63 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc., complete complying with standard specification and as directed by SIPCOT officer.(Contractor has to make his own arrangements for the supply of steel and binding wire) |
| 64 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. , complete complying with standard specification an as directed by SIPCOT officer.(Payment for centering shall be given after the concrete is laid) |
| 65 | For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc. |
| 66 | Supplying and laying of following size DWC HDPE pipe ISI marked along with allaccessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete complying with standard specification and as directed by SIPCOT officer.63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 67 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, complete complying with standard specification and as directed by SIPCOT officer. |
| 68 | Providing Water Supply Distribution Line.(Part F) |
| 69 | Earth work excavation in Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply works and refilling the earth for 100 mm dia DI K7 pipe etc., complete complying with standard specifications and as directed by SIPCOT Officers. |
| 70 | Supply and delivery 100mm Dia DI pipe (Ductile Iron Pressure Pipes) (K7 Pipe) for Water with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths for tyton Joint ( Rubber Gasket D Jointing) etc., complete complying with standard specifications and as directed by SIPCOT Officers. |
| 71 | 100 mm dia D.I Pipes (K7 Pipes) |
| 72 | Supply & Delivery of Centrifugal Cast (spun) Ductile Iron fittings conforming to IS: 9523/2000 having dimensions as per BIS, with zinc coating externally and inside mortar lining (with finishing as per clause 13/IS9523/2000) including transportation to site of work ect., complete complying with standard specifications and as directed by SIPCOT Officers.. |
| 73 | 100mm - 90 Degree bend |
| 74 | 100mm - 45 Degree |
| 75 | 100mm - 22.5 Degree bend |
| 76 | 100mm - 11.25 Degree bend |
| 77 | 100 x 100mm - A/S Tee |
| 78 | 200 x 200 mm A/S Tee |
| 79 | 200 x 100 mm A/S Tee |
| 80 | 200 x 100mm - D/S reducer |
| 81 | 100 End cap |
| 82 | Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment etc., complete complying with standard specifications and as directed by SIPCOT Officers. |
| 83 | 100mm Dia |
| 84 | Construction of following Brick valve chambers for Sluice valves , scour Valve and DAV including cost and conveyance of all materials, labour charges including seignorage charges etc., complete and as per the standard specification and as per the direction of SIPCOT Officials. |
| 85 | a) Sulice Valves (1200x750 mm)-100 mm dia valve |
| 86 | b) Scoure Valve (900x 750mm)- 100 mm dia valve |
| 87 | c) Air Valve (1000x 900 mm) - 40mm Double Air Valve |
| 88 | Jointing 100mm Dia DI pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) for depth upto 2m etc., complete and as per the standard specification and as per the direction of SIPCOT Officials. |
| 89 | 100mm Dia DI pipe |
| 90 | Testing of M.S. / C.I. / D.I / P.V.C. / H.D.P.E / pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc.,complete for the following diametres of pipes. etc., complete complying with standard specifications and as directed by SIPCOT Officers. |
| 91 | 100mm Dia |
| 92 | Supply, Delivery and fixing of following sizes of Sluice valves as per standard specification including necessary pipies,specials and other joining materials etc. complete comnplying with standard specifications. CI D/F SLUICE VALVE WITH CAP/WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING etc., complete and as per the standard specification and as per the direction of SIPCOT Officials. |
| 93 | Sluice Valve |
| 94 | 100mm dia valve |
| 95 | Scour Valve |
| 96 | 100mm dia valve |
| 97 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete. C.I. DOUBLE AIR VALVE AS PER ISI 14845/2000 etc., complete complying with standard specifications and as directed by SIPCOT Officers. |
| 98 | 40mm Double Air valve |
| 99 | Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate) |
| 100 | Added GST of 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 30 daysAug 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 31 daysTender Documents
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