Tender For Provn Of External Sewage Disposal Services From Transmitter Area To Stp At Af Station Yelahanka
Tender Value
78.94 Lakhs
Estimated cost
Bid Submission
18 Sep 2026
25 days left
EMD
1.43 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bengaluru Urban → Karnataka
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of External Sewage Disposal Services From Transmitter Area To Stp At Af Station Yelahanka
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundations, etc., or for shafts, wells, cess pits, manholes, pier holes, etc. not exceeding 10 sq m on plan and getting out in hard/dense soil complete all as specified and directed. |
| 2 | Excavating in trenches, exceeding1.50m and not exceeding 3.00m depth in depth for foundations, etc., or for shafts, wells, cess pits, manholes, pier holes, etc. not exceeding 10 sq m on plan and getting out in hard/dense soil complete all as specified and directed. |
| 3 | Material & Labour for Hard core, broken to gauge not exceeding 63mm complete all as specified and directed. |
| 4 | Material & Labour for Reinforced concrete pipe of 200 mm dia of class NP-2 laid and jointed with collars complete all as specified and directed. |
| 5 | Material & Labour for Plain cement concrete 1:3:6 type C2 using 40mm graded crushed stone aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200mm bore complete all as specified and directed. |
| 6 | Material & Labour for Plain cement concrete 1:3:6 type C2 using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. |
| 7 | Material & Labour for Pre-cast cement concrete 1:3:6 Type C1 using 20mm graded crushed stone aggregate block masonry with solid blocks, exc. 10 cm in width and setting in CM 1:6 complete complete all as specified and directed. |
| 8 | Material & Labour for Plain cement concrete 1:2:4 type B-0 using 12.5mm graded stone aggregate as in coping / kerbs / surface channel / plinth protection etc including necessary form work including weathering slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 9 | Material & Labour for Rendering 15mm thick in cement mortar 1:4 with integral water proofing compond on fair faces of masonry or concrete surfaces of wall finished even and smooth (without using extra cement) complete all as specified and directed.Note;- Supply only WPC (integral /Liquid) shall be measured and paid seperately vide relevant item of this schedule. |
| 10 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc (Inner girth only will be measured) complete all as specified and directed. |
| 11 | Material & Labour for Precast reinforced cement concrete 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, shelves and similar articles with plain faces including necessary form work and set in CM 1:4 complete all as specified and directed. |
| 12 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft/loose soil complete all as specified and directed |
| 13 | Material & Labour for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. |
| 14 | Material & Labour for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m to 3.0m, complete all as specified and directed. |
| 15 | Material & Labour for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 3.0m to 4.5m, complete all as specified and directed. |
| 16 | Material & Labour for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 4.5m to 6.0m, complete all as specified and directed. |
| 17 | Material & Labour for Plain cement concrete 1:2:4 type B2 using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. |
| 18 | Material & Labour for M-30 design mix using 20mm graded stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. NOTE:- Formwork and reinforcement will be measured and paid seperately . |
| 19 | Material & Labour for formwork to sides of concrete foundations, footings, bases of columns, raft and beams, sides and soffits (if any) of foundation and plinth beams , and similar work, vertical or to batter, for flat and rough finished surfaces of concrete complete all as specified and directed. |
| 20 | Material & Labour for M-30 design mix using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.NOTE:- Formwork and reinforcement will be measured and paid seperately . |
| 21 | Material & Labour for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter for flat and rough finished surfaces of concrete complete all as specified and directed. |
| 22 | Material & Labour for M-30 design mix using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. NOTE:- Formwork and reinforcement will be measured and paid seperately . |
| 23 | Material & Labour for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), flat surfaces of concrete , surface is required to be fair finished complete all as specified and directed. |
| 24 | Material & Labour for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide, surface is required to be fair finished complete all as specified and directed. |
| 25 | Material & Labour for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 26 | Material & Labour rendering 10mm thick in cement mortar 1:3 with integral water proofing compond on fair faces of masonry or concrete surfaces finished even and smooth (without using extra cement) complete all as specified and directed.Note : Supply only WPC (integral /Liquid) shall be measured and paid seperately vide relevant item of this schedule. |
| 27 | Material & Labour for rendering on ceiling with 10mm thick cement mortar 1:3 with integral water proofing compond on fair faces of masonry or concrete surfaces finished even and smooth (without using extra cement) complete all as specified and directed.Note : Supply only WPC (integral /Liquid) will be measured and paid seperately vide relevant item of this schedule. |
| 28 | Supply only approved liquid water proofing compound (ISI Marked ). |
| 29 | Material & Labour for preparation of newly plastered surfaces of wall and applying two coats of cement base paint over a coat of primer complete all as specified and directed. |
| 30 | Material & Labour for providing and fixing stainless steel (Grade 304) railing/ladder/grill etc made of hollow tubes, channels, plates etc including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel fastener, nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed. |
| 31 | Supply & Fixing for 110mm PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed. |
| 32 | Supply & Fixing for 110mm PVC (SWR) bends any radius complete all as specified and directed. |
| 33 | Supply & Fixing for 110mm PVC (SWR) vent cowl complete all as specified and directed. |
| 34 | Supply & Fixing for 150mm bore HDPE Pipes PN 10 including necessary socket, elbow bend etc complete all as specified and directed. |
| 35 | Material & Labour for coloured and glossy machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 grade jointed with grey cement and pigments complete all as specified and directed. |
| 36 | Material & Labour for 75mm thick PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in sub base complete all as specified and directed. |
| 37 | Material & Labour for Sand filling under floors or in foundations including watering and consolidating complete all as specified and directed . |
| 38 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soil complete all as specified and directed. |
| 39 | Removing excavated surplus soil to a distance not exceeding 250m and depositing /spreading where directed by EIC complete all as specified and directed. |
| 40 | Supply, install, testing and commissioning of LT Panel board ,CPRI approved ,Outdoor type, floor mounted, factory made suitable for 415 volt, 3 PH, 4 wire, 50 HZ, AC supply system having bus bars chamber with aluminium bus bars duly insulated by insulation of RYB colour 200 Amps rating mounted on porcelain insulators .The panels shall be factory made, double door, made out of 3.15 mm thick MS sheet totally enclosed dust, vermin and rust proof front operated, front and rear opening with locking arrangement fixed with MS angle iron frame of size 50X50X5 mm duly embedded in PCC platform and duly powder coated with 7 tank process with colour as directed including internal wiring with multistranded copper conductor cable of suitable size incl lugs and cable gland to incoming and outgoing cable all as directed at site and comprising of the followingINCOMER:(a) MCB TPN 32 Amp 4 Pole, 50 Hz, 415 V -1 NoOUTGOING:(b) MCB 16 Amp TP, 50 Hz, 415 V -2 Nos(c) Three Phase Multifunction meter(V,I,PF) with suitable capacity of CTs-1No(d) Indicating Lamps (R-Y-B) Set LED Type with -one set(e) DOL Starter Suitable for sewage pump of capacity 7.5HP -2NosNote: The Contractor Shall submit the drawing for approval of GE Before executing the work |
| 41 | Supply & Fixing flat cable PVC insulated and sheathed multi-stranded copper conductor water proof suitable for submersible pump set of size 6 Sqmm 3 coreall as specified and directed. |
| 42 | Material & Labour for Earthing complete with galvanised earth plate electrode of size 600x600x6mm thick burried directly in ground earth pit not less than 2.25 m below ground level with top edge of earth plate not less than 1.5 mtrs below ground level connected to galvanised iron strip of size 32mm x 6mm as earth lead upto a length of 7.5 metre long by means of bolts,nuts, washers etc. and protected by GI pipe medium grade 40mm dia and 20mm dia GI tubing light grade with funnel for watering, all as shown in electrical plate No 3 of SSR Part-I, back-fill with salt and charcoal, provision of test point including connected to earth test point and necessary earth work excavation in any type of soil PCC (1:3:6) type C2 bed and chamber RCC (1:2:4) type B1, iron grill including PCC cover with hinge and funnel watering pipe etc all as specified and directed. |
| 43 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 35 sq mm 3.5core all as specified and directed. |
| 44 | Removing surplus soil to 1.5mtr distance and deposit where directed at alevel not exceeding 1.5 mtr above the starting point all as specified and directed. |
| 45 | Supplying and laying un-reinforced precast concrete cable cover, class LV, Type 1 with peak, size 250 mm x 150mm x 40mm all as specified and directed. |
| 46 | Returning and filling of trenches in two parts (i) using riddled soil obtained from excavated soil upto depth of 30cm (8cm below cable and remaining above cable) for cushioning of cable and (ii) refilling the trench of remaining depth with normal excavated soil all as specified and directed. Note: - Excavated soil shall be riddled by using sieve to separate composite particles etc as per IS 1255-1983 and refilling in trenches as in cable cushioning. (for laying of cable ) |
| 47 | Supply, installation,testing and commissioning dewatering pump 3Phase,7.5HP ,80mm size,min-max head range 8-23.5m, 2900RPM, min-max discharge 4-24 lps , cast iron impeller,delievey casing and motor body all as specified and directed |
| 48 | Supply and laying for Ductile Iron Pipes (DI Pipes), ISI marked, Class K-7, 150 mm dia, laid in trenches including jointing with EPDM rubber gaskets conforming to IS 8329 , including application of approved lubricant/grease, cutting, grinding, and finishing of pipes as required to suit site conditions, complete as per specifications and as directed by the Engineer-in-ChargeNote (i) DI fittings/specials shall be measured and paid separately.(ii) Excavation & earthwork shall be measured and paid separately. |
| 49 | Supply and laying for Ductile Iron Pipes (DI Pipes), ISI marked, Class K-7, 100 mm dia, laid in trenches including jointing with EPDM rubber gaskets conforming to IS 8329 , including application of approved lubricant/grease, cutting, grinding, and finishing of pipes as required to suit site conditions, complete as per specifications and as directed by the Engineer-in-ChargeNote(i) DI fittings/specials shall be measured and paid separately.(ii) Excavation & earthwork shall be measured and paid separately. |
| 50 | Material & Labour for D.I. specials of class K-12 Suitable upto 150mm dia such as bends (any type, radius and angle) tapers any type,(straight ,bend, increasing, decreasing, or double socket etc) Tee pieces single branch.\\"Y\\" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs etc suitable for push-on jointing as per IS : 9523 all as specified and directed |
| 51 | Supply and fix Check Valve/Non return Valve with flanged ends of any pattern with by pass arrangement and ISI marked including jointing materials and necessary joints and nut bolts with washer for flanged ends of size 80 mm complete all as specified and as directed by Engr-in-Charge. |
| 52 | Supply and fix Butterfly Valve PN 1.6 With S.S 304 Disc conforming to IS 13095,80 mm (3”) dia including jointing materials and necessary joints and nut bolts with washer all as specified and directed |
| 53 | Supply and fix Butterfly Valve PN 1.6 With S.S 304 Disc conforming to IS 13095,100 mm (4”) dia including jointing materials and necessary joints and nut bolts with washer all as specified and directed |
| 54 | Supply and fix Butterfly Valve PN 1.6 With S.S 304 Disc conforming to IS 13095,150mm (6”) dia including jointing materials and necessary joints and nut bolts with washer all as specified and directed |
| 55 | Material & Labour for Constructions of brick masonry Chamber of size 1200mmx1200mmx1200mm (internal dimensions) one brick thick wall in cement mortar (1:4) on 100 mm thick PCC 1:4:8 type D2 (using 40mm graded aggregate) as in foundation, 15mm thick rendering internally, externally up to 15 Cms below GL provision of valve pit cover made out of 3mm thick MS plate welded with 40 x 5mm thick F1 frame all round including provision of hinges, handles, locking arrangement, ISA 40 x 40x 5mm frame, fixed on top of valve pit by means of hold fast 150mm long, embedded in PCC 1:2:4 type B1 (Block size 230 x 200 x 100mm) including applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer including preparation of surface, three coats of white wash on plastered surface (exposed to view) and necessary earth work in soft/loose soil complete all as specified and directed. |
| 56 | Supply and lay pipe galvanized, “Heavy class”, pipe of size 80 mm (3”) dia including all type of fittings, nut and bolts etc all as specified and directed |
| 57 | Cutting of road/hard standing not exc 30cm in which and not exc 60cm in depth for removal/laying of water tubing including returning filling and making good the disturbed surfaces using PCC 1:2:4 type B1 using 20mm graded stone aggregate on top 120 mm layer and fair fininshing the surface without using any extra cement all as specified and directed. |
AI Tender Summary
Tender Timeline
Aug 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 25 daysSep 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 33 daysTender Documents
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