Tender For Construction Of 1.00 Lakh Litre Oht And 2.00 Lakh Litre Capacity Sump With Distribution Pipeline System At Sipcot Industrial Park, Thirumudivakkam
Tender Value
2.38 Crore
Estimated cost
Bid Submission
16 Oct 2026
6 days left
EMD
1.30 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
Kanchipuram → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 1.00 Lakh Litre Oht And 2.00 Lakh Litre Capacity Sump With Distribution Pipeline System At Sipcot Industrial Park, Thirumudivakkam
BOQ
| Sl. No. | Item Description |
| 1 | Providing Pump Room |
| 2 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and refilling the excavated earth to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc., complete complying with standard specification and as directed by the SIPCOT official |
| 3 | Foundations - First Depth Upto 2m |
| 4 | Second Depth 2m - 3m |
| 5 | Supplying and filling in foundation and basement with Stone Dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the SIPCOT officialetc., complete complying with standard specification and as directed by the SIPCOT official |
| 6 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete complying with standard specification and as directed by the SIPCOT official |
| 7 | 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 contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but 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 without claiming extra cost etc., complete complying with standard specification and as directed by the SIPCOT official |
| 8 | In foundation Basment |
| 9 | Ground floor |
| 10 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors etc., complete complying with standard specification and as directed by the SIPCOT official |
| 11 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) etc., complete complying with standard specification and as directed by the SIPCOT official |
| 12 | Column Footing, Grade beam, Plinth beam Etc.. Below Plinth Surface |
| 13 | Above Plinth Surface For Plane surface such as Roof slab, Lintel, Beam, Staircase waist Etc… |
| 14 | For Square and Rectangular Column Below Plinth |
| 15 | For Square and Rectangular Column Above Plinth Surface |
| 16 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9\\" X 43/8\\"X 2 3/4\\" in foundation basement including finishing, curing, etc., complete complying with standard specification and as directed by the SIPCOT official |
| 17 | Brick work in CM 1:6 (one cement & Six Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9\\" X 43/8\\"X 2 3/4\\" for Super structure in the following floors including finishing, curing, etc., complete complying with standard specification and as directed by the SIPCOT official |
| 18 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc., complete complying with standard specification and as directed by the SIPCOT official |
| 19 | Plastering with cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 10mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc., complete complying with standard specification and as directed by the SIPCOT official |
| 20 | White washing two coats with freshly burnt shell lime white in colour in all floors including cost of lime and other materials brushes scaffolding charges etc., complete complying with standard specification and as directed by the SIPCOT official |
| 21 | Painting two coats for Interior surface with approved Interior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc., complete complying with standard specification and as directed by the SIPCOT official |
| 22 | Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc., complete complying with standard specification and as directed by the SIPCOT official |
| 23 | Weathering Course with Concrete Broken Brick (S.I.No.278) & ( P & D) Data 54.Jelly 20mm gauge in pure slaked lime (no sand to be added) over roof slab,the proportion of brick jelly to lime being '32 to 12.5 well beated with wooden beaters for giving required slope and thickness as directed by the departmental officers etc., complete complying with standard specification and as directed by the SIPCOT official |
| 24 | Finishing the top of roof with one course of machine pressed tiles of size 200 mm x 200 mm x 20 mm of approved quality in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 12 mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the SIPCOT official |
| 25 | Supply and Delivery Fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mm x 40mm x 6 mm with MS flat 25mm x 25mm x 6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc., complete complying with standard specification and as directed by the SIPCOT official |
| 26 | Doors - Fully Panelled Double Leaf 1.00x2.1m |
| 27 | Windows - Fully Panelled Double Leaf 0.9x1.2m |
| 28 | Providing & fixing PVC RAIN WATER DOWNFALL PIPE of the following dia with necessary T.W.Clamps Plugs, Shoes,Bemds, other clamps, screws nails etc.,complete complying with standard specification. The rate is inclusive of cost of removable iron gratings of appropriate size. The size of Teak Wood plugs used is 150X25mm in front & 200x75mm in rear (wall side) with a depth of 110mm. The pipe is to be fixed by means of \\"U\\" clamps at the centre of pipes to be fixed.110mm dia PVC Pipe [4 Kg/SqCm] etc., complete complying with standard specification and as directed by the SIPCOT official |
| 29 | Supply and Fixing 150mm x 100mm size stone ware Gully trap with Iron grating over a bed of 150mm thick brick jelly concrete in CC 1:8:16 using 40mm size brick jelly and brick masonry 114mm thick using chamber burnt bricks in CM 1:5 and Plastering CM 1:3, 12mm thick etc., complete complying with standard specification and as directed by the SIPCOT official |
| 30 | Augering 30cm Dia bore hole in all soils and sub soils required depth to providing rain water harvesting from the centre of the rain water harvesting pit already excavated and filling the augering portion with 40mm size stone jelly etc., complete complying with standard specification and as directed by the SIPCOT official |
| 31 | Providing Rain water harvesting pit of 1m dia and 600mm depth and |filling the pit with 40mm stone jelly to a depth of 300mm from the top of the augering portion and filling with filling sand to a depth of 300mm |over the stone jelly and covered with the pre-cast RCC perforated slab of |50mm thick excluding the cost and fabrication of reinforcement grills but including precasting, moulding, curing, finishing and fixing in position etc., complete complying with standard specification and as directed by the SIPCOT official |
| 32 | Providing Anti-Termite Treatment to soil adjecent and under building foundation, plinth periphery of the building by application of chemicals of IS 63613 part I to IV in stages to suit the progress of work consisit as per the detailed specification as below. Including breaking of termite mounts, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport and storing etc., complete complying with standard specification and as directed by the SIPCOT official |
| 33 | Refilling with excavated earth other than crushed sand with an initial head load of 100mts and deposting the erath as shown by the departmental officers in layers of not more than 15cm thick well rammed, watered and consolidated etc., complete complying with standard specification and as directed by the SIPCOT official |
| 34 | Supplying and filling in foundation and basement with Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the SIPCOT official |
| 35 | Wiring with 2 x 1.5 sq.mm. PVC insulated unsheathed FRLS SC copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessoires with TW switch box and 5A FT switch in flush with wall with 3mm thick hylum sheet cover for making good of the concealed portion with suitable colour for PVC concealed light point / fan point (for electronic regulator) etc., complete complying with standard specification and as directed by the SIPCOT official |
| 36 | Supply and fixing of 3 Nos. 5A (3 pin and 2 pin) combined flush type wall socket with control switches concealed in suitable TW box covered with hylem sheet in flush with wall with earth connection (for computer plug socket) etc., complete complying with standard specification and as directed by the SIPCOT official |
| 37 | Supply and fixing of single box type 4'40W fluorescent fitting complete with copper choke and condensor with conduit pipe suspension from the ceiling with PVC unsheathed FRLS copper leads from terminals to the fitting with tube |
| 38 | Supply and fixing of 300mm (12\\") sweep (light duty) AC exhaust fan complete with necessary wall opening and making good of the wall etc., complete complying with standard specification and as directed by the SIPCOT official |
| 39 | Supply and fixing of 1200mm (48\\") AC ceiling fan complete with stepped electronic 300W regulator with 300mm down rod on the existing clamp etc., complete complying with standard specification and as directed by the SIPCOT official |
| 40 | 4 Way Vertical TPMCB sheet steel distribution boards Flush type/Surface type fitted with Bus bars and Neutral links with single / three phase MCB out goings and separate 4 way provision for accommodating one No. 4 pole incoming MCB / solator and another separate 4 way provision for accommodating one No. 4 pole ELCB/ RCD with label holder and provisions for taking up cable for size not less than 35 sq.mm etc., complete complying with standard specification and as directed by the SIPCOT official |
| 41 | Diesel Generator Set with acoustic enclosure conforming to CPCB IV+ Norms and BIS Specifications With AMF Panel 25 kVA etc., complete complying with standard specification and as directed by the SIPCOT official |
| 42 | CONSTRUCTION OF COMPOUND WALL |
| 43 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the siteetc., complete complying with standard specification and as directed by the SIPCOT official |
| 44 | Supplying and filling in foundation and basement with Stone Dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the SIPCOT official |
| 45 | Plain Cement concrete 1:4:8 (one cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course for foundation including the cost of mixing, placing the concrete in position, consolidating finishing etc., complete complying with standard specification and as directed by the SIPCOT official |
| 46 | Supplying and erecting shuttering including necessary supports for plane surface in foundation and basement for RCC column footings,pintol blocks, plinth beam, staircase steps, critical steps, critical piers,etc.,using mild steel sheets of size 90x60cm and 10 gauge stiffened with welded mild steel angles of size25x25x3mm for boarding laid over silver Oak (country wood) joists of size 10x6.5cm spaced at about 90cm centre to centre and supported by casuarina props of 10 to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the SIPCOT official |
| 47 | plane surface (below plinth level) |
| 48 | Square column |
| 49 | above plinth level |
| 50 | 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 contenet of 350Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but 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 without claiming extra cost etc., complete complying with standard specification and as directed by the SIPCOT official |
| 51 | Foundation & Basement |
| 52 | Ground floor |
| 53 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. |
| 54 | Brick work in CM 1:6 (one cement & Six Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9\\" X 43/8\\"X 2 3/4\\" for Super structure in the following floors including finishing, curing, etc., complete complying with standard specification and as directed by the SIPCOT official |
| 55 | Plastering with cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 10mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc., complete complying with standard specification and as directed by the SIPCOT official |
| 56 | Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc., complete complying with standard specification and as directed by the SIPCOT official |
| 57 | Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc., complete complying with standard specification and as directed by the SIPCOT official |
| 58 | Painting two coats with Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coat including the cost all materials etc., complete complying with standard specification and as directed by the SIPCOT official |
| 59 | STREET LIGHT ARRANGEMENT |
| 60 | Supply and fixing of 65 mm dia G I pipe (Class 'B') of 4 Mts. Length with 300 mm x 300 mm X 6 mm MS base plate duly welded at the bottom and with concreting and construction on Masonary pedestal with MS box of 30cmx20cmx 10cm with angle iron frame work with door with lock and key arrangements and with supply and fixing of post top latern fitting of (Integral type) with Cu. Choke and condensor and necessary accessories with complete set (Philips/ Crompton Greaves / Equivalent Make) with spherical / ribbed / conical acrylic cover suitable for 24W LED lamp with supply and fixing of 1 No. 24W LED lamp and with supply and fixing of 16A fuse units, (500V), 5A SP switch inside the MS box and painting with suitable colour etc., complete complying with standard specification and as directed by the SIPCOT official |
| 61 | Earthing as per the ISI specification with an earth electrode of 2.1mt class 'B' GI pipe of dia not less than 40mm, with copper earth plate of size 125mm x 50mm x 6mm, with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry etc., complete complying with standard specification and as directed by the SIPCOT official |
| 62 | Supply and fixing of 4 X 16 sqmm PVC armoured LTUG cable in a trench to be excavated at a depth of 0.75m for covering the cable complete with 2\\" dia PVC pipe etc., complete complying with standard specification and as directed by the SIPCOT official |
| 63 | Feeder Main from Sump to Service Reservoir (100 m) |
| 64 | Earth work excavation 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 and sewerage works in the following type of soilsetc., complete complying with standard specification and as directed by the SIPCOT official |
| 65 | 100mm D.I. Class K7 |
| 66 | Supply and delivery of following sizes of DI K7 Class s/s pipes as per IS: 8329 / 2000, at the site of work etc., complete complying with standard specification and as directed by the SIPCOT official |
| 67 | 100mm D.I. Class K7 |
| 68 | Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and etc., complete complying with standard specification and as directed by the SIPCOT official |
| 69 | 100mm D.I. Class K7 |
| 70 | Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants.etc., complete complying with standard specification and as directed by the SIPCOT official |
| 71 | 100mm D.I. Class K7 |
| 72 | Supply , delivery and fixing of D.I. specials as per IS 9523/2000 at site etc., complete complying with standard specification and as directed by the SIPCOT official |
| 73 | 22.50 degree Bend -100mmdia D.I. Class K7 - D/S |
| 74 | 45.00 degree Bend- 100mm dia D.I. Class K7 - D/S |
| 75 | 90.00 degree Bend- 100mmdia D.I. Class K7 - D/S |
| 76 | Supply, delivery to site, fixing & Commisioning of CI Sluice valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc., complete complying with standard specification and as directed by the SIPCOT official |
| 77 | 100mm dia CI Sluice valve |
| 78 | Supply, delivery to site, fixing & Commisioning of CI Scour valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & dutiesetc., complete complying with standard specification and as directed by the SIPCOT official |
| 79 | 100mm dia CI Scour valve |
| 80 | Supply delivery to site, fixing & Commisioning of kinetic air valve for handling more volumes of air in pumping main, double orifice kinetic air valve confirming to IS 14845 tamper proof design (PN-1) and with 5 years warranty including loading and unloading at site, transporting charges taxes and duties etc., complete complying with standard specification and as directed by the SIPCOT official |
| 81 | 50mm Double Air valve |
| 82 | Construction of chamber for sluice valve & scour valve using second class chamber bricks in cement mortar 1:4 and necessary plastering with cement mortar 1:3 for 12 mm both inside and outside, precast concrete covers as per drawing , as per IS specifications etc., complete complying with standard specification and as directed by the SIPCOT official |
| 83 | 1.65m x 1.65m |
| 84 | Disposal of surplus earth including loading, conveyance within a distance of 5 km and spreading etc., complete complying with standard specification and as directed by the SIPCOT official |
| 85 | Testing of pipes for water supply with hydraulictesting equipment by filling with water (includingcost of water) 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 otherincidential and operational charges etc., complete complying with standard specification and as directed by the SIPCOT official |
| 86 | 100mm D.I. Class K7 |
| 87 | Construction of Service Reservoir Capacity of (1 LL - 1 No) |
| 88 | Earth work excavation for foundation (for narrow excavation) 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 the SIPCOT official |
| 89 | For 1st depth of 0 m to 2 m |
| 90 | For 2nd depth of 2 m to 3 m |
| 91 | Supplying and filling in foundation and basement with Stone Dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the SIPCOT official |
| 92 | Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc., complete complying with standard specification and as directed by the SIPCOT official |
| 93 | 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 cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) 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 crushed stone 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 official |
| 94 | For Foundation &Basement |
| 95 | Upto 4.50 m ht. Above G.L. |
| 96 | From 4.50 m to 7.32 m ht. From G.L. |
| 97 | From 7.32 m to 10.98 m ht. From G.L.(Second Floor) |
| 98 | From 10.98 m to 14.64 m ht.From G.L.(Third Floor) |
| 99 | From 14.64 m to 18.30m(Flourth Floor) |
| 100 | From 18.3 m to 21.96m |
| 101 | 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 centreetc., complete complying with standard specification and as directed by the SIPCOT official |
| 102 | Square Column |
| 103 | Below plinth |
| 104 | Above Plinth 0-3.30m |
| 105 | Column above 3.3m to 4.3m htfrom GL |
| 106 | column above 4.3 m to 5.3m htfrom GL |
| 107 | column above 5.3 m to 6.3m htfrom GL |
| 108 | column above 6.3 m to 7.3m htfrom GL |
| 109 | Column above 7.3m to 8.3m htfrom GL |
| 110 | column above 8.3 m to 9.3m htfrom GL |
| 111 | column above 9.3 m to 10.3m htfrom GL |
| 112 | column above 10.3 m to 11.3m htfrom GL |
| 113 | column above 11.3 m to 12.3m htfrom GL |
| 114 | column above 12.3 m to 13.3m htfrom GL |
| 115 | column above 13.3 m to 14.3m htfrom GL |
| 116 | column above 14.3 m to 15.3m htfrom GL |
| 117 | column above 15.3 m to 16.3m htfrom GL |
| 118 | Plane surface |
| 119 | For Column Footing,Grade Beam,plinth beam etc- Below plinth |
| 120 | Above Plinth- Plane surface such as slab ,lintel beam etc |
| 121 | Brace -ii set- 3.3 m to 4.3m ht from GL |
| 122 | Brace -III set-7.3 m to 8.3m ht from GL |
| 123 | Brace -IV set- 11.3 m to 12.3m ht from GL |
| 124 | circular Column |
| 125 | Below Plinth |
| 126 | Above Plinth - 0-3.30 ht |
| 127 | Column 3.3 to 4.3m ht above GL |
| 128 | Column 4.3 to 5.3m ht above GL |
| 129 | Column 5.3 to 6.3m ht above GL |
| 130 | Column 6.3 to 7.3m ht above GL |
| 131 | Column 7.3 to 8.3m ht above GL |
| 132 | Column 8.3 to 9.3m ht above GL |
| 133 | Column 9.3 to 10.3m ht above GL |
| 134 | Column 10.3 to 11.3m ht above GL |
| 135 | Column 11.3 to 12.3m ht above GL |
| 136 | Column 12.3 to 13.3m ht above GL |
| 137 | Column 13.3 to 14.3m ht above GL |
| 138 | Column 14.3 to 15.3m ht above GL |
| 139 | Below Plinth Curved surface |
| 140 | Above Plinth -Curved surface |
| 141 | 15.3 to 16.3m level |
| 142 | From 16.3 to 17.3m from floor level |
| 143 | From 17.3 to 18.3m from floor level |
| 144 | From 18.3 to 19.3m from floor level |
| 145 | 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 the SIPCOT official |
| 146 | Painting two coats of newly plastered wall surface with ready mixed Cement paint of first quality and of approved colour over a priming coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification and as directed by the SIPCOT official |
| 147 | Supplying and fixing of cutstones size 0.45x 0.45x0.15m in CM 1:3 below the inlet pipe |
| 148 | Providing and fixing RCC inside access ladder of approved pattern and design in RCC 1:1.5:3 design mix of ISS gauge 0.40m width, 0.10m thickness, 0.12m breadth for side post, 0.05m thickness 0.12m breadth for steps with suitable inclination including cost of cement, reinforcement centering, finishing, curing etc., complete and as directed by SIPCOT Officers. |
| 149 | Supply, delivery and fixing in position of SFRC manhole of size 0.60 m x 0.60 m including locking arrangement, cost of materials etc., complete complying with standard specification and as directed by the SIPCOT official |
| 150 | Supply, delivery and fixing of enameled water level indicator of approved design and pattern(graduation in metric system) with required all accessories etc., complete complying with standard specification and as directed by the SIPCOT official |
| 151 | Providing pipe connection by lifting pipes and specials in vertical direction and placing the same for required alignment including lifting the pipes and specials in various heights of inlet, outlet, overflow and scour including earthwork excavation conveying the pipe and specials into the trenches, laying to proper grade and alignment cutting, threading and jointing with jointing materials with required specification including labour charges and supply of valves pipes, specials MS Clamps to fix the pipes with the columns including all taxes duties and connected charges etc., complete complying with standard specification and as directed by the SIPCOT official |
| 152 | Labour charges for Painting Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables, one coat of base paint, scaffolding charges including painting NRDWP Logo on the Service Reservoirs. etc., complete complying with standard specification and as directed by the SIPCOT official |
| 153 | Capacity of OHT : 1.0 LL with stagging height of 16 m - Spiral Staircase |
| 154 | Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in hard stiff clay , stiff black cotton soil, hard red earth , sales, murrams, gravel, stoney earth & earth mixed with 50%fail sized bounders and hard gravelly soil for foundation including shoring, strutting wherever necessary including hand bailing out water and all other incidental charges etc., complete complying with standard specification and as directed by the SIPCOT official |
| 155 | I depth of 2m |
| 156 | Second Depth 2 - 3.00m below GL |
| 157 | Supplying and filling in foundation and basement with Stone Dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. |
| 158 | Plain Cement Concrete of mix 1 : 4 : 8 (One pat of Cement four part of sand eightpart of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete complying with standard specification and as directed by the SIPCOT official |
| 159 | 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 340Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but 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 without claiming extra cost etc., complete complying with standard specification and as directed by the SIPCOT official |
| 160 | Below GL (In foundation and Basement) |
| 161 | From 4.50 to 7.32 ht (First floor) |
| 162 | From 4.5m to 7.32 m ht(First Floor) |
| 163 | From 7.32 m to 10.98 m ht(Second Floor) |
| 164 | From 10.98 m to 14.64m ht(Third floor) |
| 165 | From 14.64 m to 18.30m ht(Fourth floor) |
| 166 | From 18.30m to 21.96(Fifth Floor) |
| 167 | Supply and fixing of M.S Pipe for Hand rail with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc., complete complying with standard specification and as directed by the SIPCOT official |
| 168 | Centering for sides and soffits of R.C.C slab of plane surface for R.C.C floor slab including strutting upto 3.3 mt height using MS sheets of size 90cm x60cm and stiffend with welded MS angle of size 25mm x 25mm x 3mm laid over silver oak (country wood) joists of sixe 10cm x 6.5c, (space at about 90cm c/c and supported by casurina props of 10cm to 13 cm dia 90cm x 60cm and BG 10 guage (spaced at 90cm x 60cm and BG 10 guage (spaced at 75 cm c/c ) complying with standard specificationetc., complete complying with standard specification and as directed by the SIPCOT official |
| 169 | Plane Surface (below plinth) for fasting and brace beam |
| 170 | above plinth beam 3.30 to 4.30 m |
| 171 | 7.30 to 8.30 m |
| 172 | 11.30 to 12.30 m |
| 173 | 15.30 to 16.30 |
| 174 | 18.30 to 21.96 |
| 175 | Circular Column |
| 176 | Below plinth |
| 177 | Above plinth |
| 178 | 0-3.3 m |
| 179 | 4.3 - 5.3 m |
| 180 | 5.3 - 6.3 m |
| 181 | 6.3 - 7.3 m |
| 182 | 7.3 - 8.3 m |
| 183 | 8.3 - 9.3 m |
| 184 | 9.3 - 10.3 m |
| 185 | 10.3 - 11.3 m Column |
| 186 | 11.3 - 12.3 m |
| 187 | 12.3 - 13.3 m |
| 188 | 13.3 - 14.3 m |
| 189 | 14.3 - 15.3 m |
| 190 | 15.3 - 16.3 m |
| 191 | 16.3 - 17.3 m |
| 192 | 17.3 - 18.3 m |
| 193 | 18.3 - 19.3 m |
| 194 | 19.3 - 20.3 m |
| 195 | Supplying , fabricating and placing in position of RTS roads at all heights for reinforcement including the cost of steel and binding wire labour charges etc., complete for all RCC works and as directed by Officers |
| 196 | Exterior Emulsion paint Two coats with good quality of approved Emulsion paint including cost of all materials to site and all labour charges for mixing applying and proper curring etc., Complete as per Standard Specifications for 10 sqm |
| 197 | RCC 1:1.5:3 USING 20MM hbs Jelly for steps |
| 198 | Charges for Moulding for casting steps |
| 199 | construction of 2 LL Capacity sump - 1 No |
| 200 | Earth work excavation for open foundation and depositing on bank with an initial lead of 10m and initial lift of 2m for foundation including shoring, strutting wherever necessary including hand bailing out water and all other incidental charges. etc. complete as directed by Sipcot Officers as detailed below. for open foundation |
| 201 | First Depth of 2m (0-2m) |
| 202 | Second Depth of 1m (2-3m) |
| 203 | Third Depth of 1m (3-4m) |
| 204 | Supplying and filling in foundation and basement with Stone Dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. |
| 205 | Plain cement concrete with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone for levelling course including cost of mixing cement, placing, ramming and curing etc., complete as directed by the TWAD Board Officers. |
| 206 | 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 contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but 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 without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. |
| 207 | In foundation and basement |
| 208 | Ground floor |
| 209 | Supplying, fabricating and placing in position of RTS rods at all heights for reinforcement including the cost of steel and binding wire, labour charges etc., complete for all RCC works and as directed by TWAD Board Officers. |
| 210 | Centering for sides and soffits of R.C.C slab for plane surface / curved surface including strutting upto required height using MS sheets of size 90cmx60cm and BG 10 gauge, stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cmx6.5cm (space at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification etc., complete as directed by the TWAD Board Officers. for the following items |
| 211 | Curved Surface |
| 212 | Below Plinth |
| 213 | Above plinth |
| 214 | Plane Surface Above plinth |
| 215 | Refilling the outside of the sump with excavated earth(other then sand) complying with standard specification for filling the foundation including watering consolidation etc., complete as directed by the Sipcot Officers. |
| 216 | Supply, delivery and fixing in position of enamel coated \\"water level indicator\\" with all accessories of approved pattern and design, in the outer surface of the side wall of Sump to read the water level of the required height and as directed by Sipcot Officers. |
| 217 | Supply, Delivery and fixing of Outside MS Ladder of 45cm clear wide made out of 50mmx50mmx6mm MS angle for sides and steps in 16mm plain rods fixed at 30cm c/c welded, jointed etc, and as directed by Sipcot officers. |
| 218 | supply and fixing in position of CI manhole cover (HD) 60 x 60 cm in size with CM 1:3 quality as per standard specification |
| 219 | Providing distribution system |
| 220 | Earth work excavation 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 with refilling in the following type of soils as directed by Departmental officers. Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil. |
| 221 | 250mm OPVC |
| 222 | 200mm OPVC |
| 223 | 160mm OPVC |
| 224 | 110MM OPVC |
| 225 | Supplying and conveying to site, the following sizes of UN PLASTICIZED O-PVC PIPES FOR POTABLE WATER SUPPLY AS PER IS 16647 / 2017 as specified in Technical Specifications in standard lengths including labour charges for loading, unloading and stacking at site and transportation charges etc., complete as per standard specifications and as directed by the Engineer in Charge |
| 226 | 250mm OPVC PN 12 12.5 CL.500 |
| 227 | 200mm OPVC PN 12 12.5 CL.500 |
| 228 | 160mm OPVC OPVC PN 12 12.5 CL.500 |
| 229 | 110MM OPVC OPVC PN 12 12.5 CL.500 |
| 230 | Lowering PVC pipes, and specials to trench and laying to proper grade and alignment ,jointing and as directed by the Department Officers |
| 231 | 250mm OPVC |
| 232 | 200mm OPVC |
| 233 | 160mm OPVC |
| 234 | 110MM OPVC |
| 235 | Supply, delivery of PVC Specials including unloading, transportation and stacking charges. Specials for PVC pipes as per IS IS 10124/1982 Part-II conveyance to work site etc., complete as directed by the Engineer in charge |
| 236 | Equal tees |
| 237 | 250mm OPVC |
| 238 | 200mm OPVC |
| 239 | 160mm OPVC |
| 240 | 110MM OPVC |
| 241 | Bends -90 degree Bend PN6 |
| 242 | 250mm OPVC |
| 243 | 200mm OPVC |
| 244 | 160mm OPVC |
| 245 | 110MM OPVC |
| 246 | End caps |
| 247 | 250mm OPVC |
| 248 | 200mm OPVC |
| 249 | 160mm OPVC |
| 250 | 110MM OPVC |
| 251 | Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by Department officers. |
| 252 | Disposal of surplus earth including loading, conveyance within a distance of 5 km and spreading as directed by the Engineer in charge. |
| 253 | Supply, delivery to site, fixing & Commisioning of CI sluice valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes. |
| 254 | 160 CI Sluice value |
| 255 | 140 CI Sluice value |
| 256 | 110 CI Sluice value |
| 257 | Supply, delivery to site, fixing & Commisioning of CI Scour valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes. |
| 258 | 110mm CI Scour value |
| 259 | Supply delivery to site, fixing & Commisioning of kinetic air valve for handling more volumes of air in pumping main, double orifice kinetic air valve confirming to IS 14845 tamper proof design (PN-1) and with 6 years warranty including loading and unloading at site, transporting charges taxes and duties etc., as directed by the engineers of the following sizes. |
| 260 | 50mm dia |
| 261 | Construction of chamber for sluice valve & scour valve using second class chamber bricks in cement mortar 1:4 and necessary plastering with cement mortar 1:3 for 12 mm both inside and outside, precast concrete covers as per drawing , as per IS specifications and as directed by the engineers for the following sizes in metres,as per drawing. |
| 262 | 1.65m x 1.65m |
| 263 | Testing of pipes for water supply with hydraulic testing equipment by filling with water (includingcost of water) 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 otherincidential and operational charges etc., complete for the following diametres of pipes. |
| 264 | 250mm OPVC |
| 265 | 200mm OPVC |
| 266 | 160mm OPVC |
| 267 | 110mm OPVC |
| 268 | Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate) |
| 269 | Added GST of 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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