Tender For (I) Design, Build, Operate & Transfer (Dbot) Of Pollution Abatement Works For Yamuna River Consisting Of Interception And Diversion (I&D) And Stp Of 1.25 Mld Capable Of Treating 6.20 Kld Faecal Sludge Treatment Facility (Based On Any Suita
Tender Value
Ref. Documents
Estimated cost
Bid Submission
02 Dec 2026
40 days left
EMD
31 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Uttar Kashi → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for (I) Design, Build, Operate & Transfer (Dbot) Of Pollution Abatement Works For Yamuna River Consisting Of Interception And Diversion (I&D) And Stp Of 1.25 Mld Capable Of Treating 6.20 Kld Faecal Sludge Treatment Facility (Based On Any Suitable Technology) And All Appurtenant Structures And Allied Works; (Ii) Survey, Review The Designs, Redesign Where Necessary, And Build New Underground Sewerage Network And Diversion Works With Interception Sewer Including Survey, Design, Construction Of All Appurtenant Structures And Allied Works; And (Iii) Operation & Maintenance Of The Complete Works Of Sewage Treatment Plants, Sewerage Network And Interception & Diversion Works For A Period Of 05 Years In Purola, Uttarkashi, State Of Uttarakhand, India On Dbot Basis.
BOQ
| Sl. No. | Item Description |
| 1 | Supply & Laying - Jointing of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.All DI pipes shall be provided with internal cement mortar lining made of High Alumina cement (HAC) confirming to the BS EN 14647:2005 |
| 2 | 200 mm dia |
| 3 | 0 - 1.5 m depth |
| 4 | 1.5 - 3 m depth |
| 5 | 250 mm dia |
| 6 | 0 - 1.5 m depth |
| 7 | 300 mm dia |
| 8 | 0 - 1.5 m depth |
| 9 | Dismantling / Demolishing manually / by mechanical means breaking to pieces not exceeding 0.02 cum in volume and including stacking of at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately CC road |
| 10 | Excavation of earth below G.L. by manually or by mechanical means for laying of Sewers, Man-Holes, Gully Pits, Chambers etc. in soil including extra excavation below inverts, trimming & dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers,watering, and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches and cleaning of site properly after completion of the work. Excavation by mechanical means shall be restricted upto 90 cm above invert levels at every point of excavation. Excavation from invert levels to 90 cm above shall be done by manually only. |
| 11 | Ordinary soil |
| 12 | 0 to 1.5 m below G.L |
| 13 | 1.5 to 3.0 m below G.L |
| 14 | 3.0 to 4.5 m below G.L |
| 15 | Same as item no. 3 but excavation in Soil mixed with morum,shingle & kankar etc. using of any specials T&P, if required. |
| 16 | 0 to 1.5 m below G.L |
| 17 | 1.5 to 3.0 m below G.L |
| 18 | 3.0 to 4.5 m below G.L |
| 19 | Same as above item no. 3 but excavation in decomposed, weathered or soft rock by blasting or by crowbars, pickaxes etc. or by both methods, including supply of all materials as blasting material,labour,T&P etc. complete. |
| 20 | 0 to 1.5 m below G.L |
| 21 | 1.5 to 3.0 m below G.L |
| 22 | 3.0 to 4.5 m below G.L |
| 23 | Extra rates for quantities of works, executed In or under water and/or liquid mud, including cost of dewatering as required. |
| 24 | Ordinary soil |
| 25 | upto 1.5 m depth |
| 26 | 1.5 m to 3 m depth |
| 27 | 3.0 to 4.5 m below G.L |
| 28 | Soil mixed with morum,shingle & kankar etc |
| 29 | upto 1.5 m depth |
| 30 | 1.5 m to 3 m depth |
| 31 | 3.0 to 4.5 m below G.L |
| 32 | excavation in decomposed, weathered or soft rock by blasting or by crowbars |
| 33 | upto 1.5 m depth |
| 34 | 1.5 m to 3 m depth |
| 35 | 3.0 to 4.5 m below G.L |
| 36 | Extra rates for quantities of works, executed In or under foul position, including cost of dewatering as required |
| 37 | Soil mixed with morum,shingle & kankar etc |
| 38 | upto 1.5 m depth |
| 39 | 1.5 m to 3 m depth |
| 40 | 3.0 to 4.5 m below G.L |
| 41 | excavation in decomposed, weathered or soft rock by blasting or by crowbars |
| 42 | upto 1.5 m depth |
| 43 | 1.5 m to 3 m depth |
| 44 | 3.0 to 4.5 m below G.L |
| 45 | Disposal of surplus excavated material by Mechanical/Manual means including loading, unloading, levelling at dumping site, including all lead & lift etc complete all as directed by Employer's Representative.Upto 5.0 KM |
| 46 | Provide & fixing of Open Timbering (covering1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm × 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor. |
| 47 | Depth upto 3 m below G.L |
| 48 | Depth 3 m to 6 m |
| 49 | Provide & fixing of Close Timbering in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm × 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor. |
| 50 | Depth upto 3 m below G.L |
| 51 | Depth 3 m to 6 m |
| 52 | Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). |
| 53 | Depth upto 1.5 m |
| 54 | Depth exceeding 1.5m but not exceeding 3.0m |
| 55 | Depth exceeding 3.0 m but not exceeding 4.5 m |
| 56 | Provision for barricading in two rows and necessary diversion of paths and where as necessary with the help of ballies, ropes, flags, signals and light signals etc. as per requirement. Including supply of all material, T&P, etc complete. |
| 57 | Constructing Brick Masonry Manhole of various dia and depth as per IS :4111 par1( latest ammendment) in FPS brick class designation 7.5 in Cement Mortar 1:4 (1 cement : 4 coarse sand) including inside and outside 15mm thick plastering in cement mortar 1:3(1 cement : 3 coarse sand) finished with a floating coat of neat cement inside only. The work includes excavation, dewatering, planking, strutting, foot rest (As per latest IS Code 10910) (Pattern-2 Heavy), manhole cover frame (Heavy duty EHD35), etc. refilling, disposal of surplus earth with all lift and lead of 50 m, Including construction of concrete base with PCC 1:4:8 (1 cement : 4 coarse sand : 8 stone aggregate 40mm nominal size), preparation of channel up to the height of 'the pipe and benching in PCC 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20mm nominal size) including neat cement finished, suitable connection of inlet & outlet pipes, testing (watertightness) of manhole, curing etc. complete as per specification and drawing and as per entire satisfaction of Engineer-in-Charge (the depth of manhole will be measured from the invert of the pipe to top of the manhole cover). |
| 58 | 0.90 m dia 1.65 m deep |
| 59 | 1.20 m dia 2.30 m deep |
| 60 | 1.50 m dia 4.50 m deep |
| 61 | Supply of all materials, labour & T&P etc. all complete and construction of brick masonry circular Manhole shaft of following size to regulate the payment of manhole for any variation of shaft (Positive and negative) during execution of work as per the instruction of Engineer-in-Charge. Note: Quantities of following Items are negative/Positive which are shown here as positive due to technical constraints of e-tender website. Quantities of these items will be considered as Positive and amount will be corrected accordingly during evaluation of bid and formation of contract bond. For the payment purpose same rate as quoted by bidder will be applicable for variation of shaft on either side ie. positive and negetive variation of shaft. |
| 62 | Extra depth for circular type manhole 0.90m internal dia (at bottom) 1.65 m upto 2.30 m deep. with Sewer bricks conforming IS : 4885 |
| 63 | Extra depth for circular type manhole 1.20 m internal dia (at bottom) 2.30 m upto 3.50 m deep :With Sewer bricks conforming IS : 4885 |
| 64 | Extra depth for circular type manhole 1.50 m internal dia (at bottom) 3.50 m deep :With Sewer bricks conforming IS : 4885 |
| 65 | Providing and constructing RCC circular manhole of various diameters and depths with RCC M 30 Grade concrete as per drawing & Specifiaction inlcuding RCC M-30 base over PCC M15 (1:2:4) bed,400 G polythene sheet below PCC and RCC M-30 wall, preparation of channel with PCC M15 (1:2:4) benching, fixing of manhole frame & its cover (SFRC Extra heavy duty (EHD-35) frame and cover of 56cm. dia. clear opening),centering and shuttering (Shuttering shall be considered left out in position permanently ), providing and fixing PVC encapsulated footrests, suitable connection of inlet and outlet pipes, curing ,testing of manholes etc.complete as per specification and drawing or as directed by the Employer's Representative. |
| 66 | 0.90 m dia 1.65 m deep |
| 67 | 1.20 m dia 2.30 m deep |
| 68 | 1.50 m dia 4.50 m deep |
| 69 | Supply of all materials, labour & T&P etc. all complete and construction of RCC Manhole shaft of following size to regulate the payment of manhole for any variation of shaft (Positive and negative) during execution of work as per the instruction of Engineer-in-Charge. Note: Quantities of following Items are negative/Positive which are shown here as positive due to technical constraints of e-tender website. Quantities of these items will be considered as Positive and amount will be corrected accordingly during evaluation of bid and formation of contract bond. For the payment purpose same rate as quoted by bidder will be applicable for variation of shaft on either side ie. positive and negetive variation of shaft. |
| 70 | Extra depth for 0.90 m dia concrete manhole depth above/ below 1.65 m. |
| 71 | Extra depth for 1.20 m dia concrete manhole depth above/ below 2.30 m. |
| 72 | Extra depth for 1.50 m dia concrete manhole depth above/ below 4.50 m. |
| 73 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. For Bedding |
| 74 | Providing HDPE pipes as per IS 14333 drop connection externally for drop depth 0.60 m drop from branch sewer line to main sewer manhole or vise versa including inspection and cleaning eye, HDPE drop pipe and bend encased around with cement concrete M15 with all form work, cutting holes in walls and making good with brick/ stone masonry work in cement sand mortar 1:4 plastered with cement sand mortar 1:3 with stiff cement mortar 1:1 around HDPE pipe in masonry wall, making required channels complete as per standard design and specifications and/ or as the directed of the Engineer |
| 75 | 200 mm dia |
| 76 | Extra for additional drop depth of HDPE pipes as per IS 14333 drop connection beyond 0 .6 m complete as per standard specification and the direction of the Engineer. |
| 77 | 200mm dia |
| 78 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 79 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). For Underground River crossing. |
| 80 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. For Underground River crossing. |
| 81 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete For Underground River crossing. |
| 82 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 83 | Cartage of Pipe line from Rail Head Dehardun to Purola (DI K-7) |
| 84 | Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 Grade M 30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators including provision of contraction & expansion,construction joints, applying debonding strips primer, sealant, dowel bars, construction joints, admixtures, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. |
| 85 | Supply and fixing of 110 mm dia 10 kg/cm^2 PVC pipe using in casing method including all fixing material, labour and socket etc. complete |
| 86 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: |
| 87 | Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : |
| 88 | Extra for depth beyond 45 cm of brick masonry chamber :For 600x850 mm size.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 89 | Construction of Drain tapping structure including all civil work and bar screen, design & drawings complete in all respect. |
| 90 | STP of 1.25 MLD (including raw sewage pumping station) with 6.20 KLD Co-Treatment of septage facility: Design, Construction, Supply, Erection, Installation & commissioning of Sewage Treatment Plant as per approved design & drawings. PROCESS DESIGN ENGINEERING AND DRAWINGS :- Process & Instrumentation Diagrams, Flow Charts, Hydraulic Diagram and Complete Process Design, Site Layout Plan and Site Grading Plan, Single line Diagrams, Control Philosophy & Basic Electrical and Instrumentation Drawings, Preparation of “QA” and construction procedure manual along with “Test Plan”, Civil and Mechanical General Arrangement Drawings, Architectural Drawings, Structural Designs and Drawings and Construction Drawings, Mechanical and Piping data sheets and Drawings, Detailed Electrical and Instrumentation and control Systems, Drawings and datasheets including PLC and SCADA, Ancillary Works and Non-Technology Structural Drawings including roads and drainage and RCC framed boundary/compound wall of width 0.23 m and height 2.10 m in Superstructure, plaster, paint etc complete with concertina coil fencing column to columnn (spiral shaped) and treated effluent line upto the disposal point as per direction of engineer-in-charge, external electrification plans, including vetting of drawings from reputed institute like IIT, etc.As-Built Drawings, Operation and Maintenance Manuals and Training Program and Manuals, etc. complete (To be submitted in 6 Nos. sets in hard copy + 2 soft copies). Construction of STP and co-treatment facility: executing STP and allied works with all Civil, Mechanical and Electrical & Instrumentation works including testing & commissioning complete as per approved design, drawings and technical specifications. The STP works also consists of all road (internal), pathway, drainage, horticulture, electrification, boundary wall, gates etc. required inside the STP premises. STP work also include Treated Effluent disposal pipe line as required at site complete as per approved design, drawing, and technical specifications complete in all respect & capable of treating influent to the effluent parameter of NGT &CPCB. |
| 91 | Supply, installation, testing & comissioning of Online Continuous Effluent Monitoring System (OCEMS) of Sewage Treatment plant (STP) of capacity 1.25 MLD (pH, BOD, COD, TSS, TP, TN, NH4N & Flow at Inlet and outlet) including Supply and fixing of Pipes & fitting etc including labour charges, logger related software, cloud charges & data transfer charges (including transportation) complete in all respect as per CPCB guidelines enclosed in Bid Document. |
| 92 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 93 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 94 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 95 | Cleaning of existing chocked drain including cleaning of weeds, debris, soil, Boulder, leachete, sewage etc. Complete in all respect as per specification and as directed by engineer incharge. incl. all taxes |
| 96 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 97 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) |
| 98 | Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : |
| 99 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 100 | 12 mm cement plaster of mix : cement of mix :1:4 (1 cement: 4 fine sand) |
| 101 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 102 | Shifting of water supply line including cutting existing line & supply & installation of new line etc complete in all respect. |
| 103 | for dia 32-40 mm |
| 104 | for dia 50-80 mm |
| 105 | for dia 100-150 mm |
| 106 | Supply, fabrication, testing, registration, and commissioning of 3000 litres (3.00 KL) Truck Mounted Super suction cum jetting machine equiped with high vacuum suction system for sewer cleaning, de-silting of manholes, soak pits, septic tanks, sludge removal and other materials, from a depth of about approximately 8 metres, complete in all respects. The vacuum pump shall have free airflow rating of 1200m3/hour and shall be capable of achieving maximum vacuum upto 6000 mm (water column) i.e. vacuum pressure of 60% during suction. The vehicle model shall be of minimum engine power of 100 HP and shall be suitable for mounting suction equipment. The sludge tank shall be fabricated using 6 mm thick mild steel plates conforming to IS 2062 Grade 'A' standards, including outlet-inlet arrangements with valves and complete fitting. (Diesel/Fuel consumption of 3000 litres (3.00 KL) Truck Mounted Super suction cum jetting machine should be minimum 04 Km/L for driving / transit mode and minimum 03 L/hr for stationary operation via truck power take off (PTO) |
| 107 | Construction of Community Septic Tank including earth work, PCC work, Brick work, plastering, RCC work, steel reinforcement, plumbing etc all as per drawing & technical specification . of the following sizes |
| 108 | 2.5 m x 1.0 mx 1.0 m -5 users |
| 109 | 3.2 m x 1.3 mx 1.0 m -10 users |
| 110 | 5.0 m x 2.0 mx 1.0 m -20 users |
| 111 | 7.5 m x 3.0 mx 1.8 m -50 users |
| 112 | Construction of Soak pit including earth work, PCC work, Brick work, plastering, RCC work, steel reinforcement, plumbing, filled with brick bat/ stone aggregate etc all as per drawing & technical specification . of the following users |
| 113 | 1.0 m ID and 2.0 m depth |
| 114 | 1.5 m ID and 3.0 m depth |
| 115 | 2.5 m ID and 3.5 m depth |
| 116 | 4.0 m ID and 4.8 m depth |
| 117 | Provision Approach Road |
| 118 | Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5 |
| 119 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 120 | Loosening of the ground upto a level of 300 mm below the subgrade level,watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. |
| 121 | Construction of gravel/soil-aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 |
| 122 | Grading 1 By Mechanical Means |
| 123 | Grading 2 By By Mechanical Means |
| 124 | Grading 3 By Mechanical Means |
| 125 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 126 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. |
| 127 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. |
| 128 | Protection Work |
| 129 | Earthwork inexcavation for structures as per drawing and technical specifications Clause305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 130 | Ordinary rock (not requiring blasting) Upto 3 m depth |
| 131 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.P.C.C grade M 10 |
| 132 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 15 |
| 133 | Random Rubble Stone masonry dry and local sand mortar. |
| 134 | 5 Years Operation & Maintenance for treatment of Thresehold sewage flow of 1.25 MLD for STP(including MPS) with 6.20 KLD Co-Treatment facility at Purola. |
| 135 | Annual O & M Prices of STP 1.25 MLD with co-treatment unit 6.20 KLD including sewer jetting machine vehicle except Electricity and Fuel (HSD+Lubricants) charges (The cost included herein are the yearly cost for plant Operation & maintenance including fixed cost (Cost of Manpower to be deployed, Driver, Vehicle insurance & Other Insurance, General Maintenance of Civil Structures, preventive and Breakdown Maintenance of Mechanical equipment, Electrical items,Field & Laboratory Instruments,Supply of Laboratory Chemicals/ Glassware/ Consumable/ Spares etc.)and variable cost (Including cost of Chemicals & Disposal of Plant Residuals viz. Screenings, Grits, Dewatered Sludge, cleaning of I&D structure, septic tank & drains etc) (Diesel/Fuel consumption of 3000 litres (3.00 KL) Truck Mounted Super suction cum jetting machine should be minimum 04 Km/L for driving / transit mode and minimum 03 L/hr for stationary operation via truck power take off (PTO) |
| 136 | 1st year |
| 137 | 2nd year |
| 138 | 3rd year |
| 139 | 4th year |
| 140 | 5th year |
| 141 | Annual O & M Prices of Nala tapping, carrier line & rising main and its other allied works executed under this bid including all Manpower, Material, Machinery, T&P etc. all complete. |
| 142 | 1st year |
| 143 | 2nd year |
| 144 | 3rd year |
| 145 | 4th year |
| 146 | 5th year |
| 147 | For 1.25 MLD Capcity STP with co-treatment unit of 6.20 KLD, Capitalized Power / Energy cost for 5 Years. Power cost for 5 year at 10% Discount Rate {To be calculated as follows Discounted Power Cost = (A) X 365 x 8 x 3.79 Whereas-(A) is Guaranteed Power Consumption in KW.hr/day (To be guaranteed by Bidder) Rate of Power to be considered for evaluation=Rs.8 per KW/hr/day, Discounting Factor for 5 years at 10% Discount Rate = 3.79) (Note: 5 years Capatalised Electricity Cost in Rs. shown in the quantity column and the bidder has to enter the guaranteed power consumption in the rate column so that amount will be calculated in Rs. in the amount column) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 40 daysDec 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 41 daysTender Documents
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