Tender For Supplying, Laying, Jointing, Constructing, Testing And Commissioning Of Sewerage Networks, House Connections And Sewage Pump Station In Rishikesh (Zone Psz-8) Under Package-8
Tender Value
Ref. Documents
Estimated cost
Bid Submission
31 Aug 2026
44 days left
EMD
71.50 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Supplying, Laying, Jointing, Constructing, Testing And Commissioning Of Sewerage Networks, House Connections And Sewage Pump Station In Rishikesh (Zone Psz-8) Under Package-8
BOQ
| Sl. No. | Item Description |
| 1 | ENVIRONMENTAL, SOCIAL, HEALTH AND SAFETY MANAGEMENT (ESHS) COSTS:Each of the following Items are ESHS costs as Lump Sums, each of which shall cover operations on all Sites (as defined in the ESHS Specifications), each of whose Amount shall be certified for payment according to the percentage of the actual progress achieved in executing the ESHS measures in compliance with the ESHS Specifications and approved by the Engineer, until the Works are completed and any defects are remedied. |
| 2 | Resources allocated to ESHS management: In compliance with the ESHS Specifications. |
| 3 | Drafting and updating the ESHS documentation, reporting, inspections: In compliance with the ESHS Specifications. |
| 4 | Implementation of the Health and Safety Plan: Meetings, health care centre, medical check‑ups, emergencies and evacuations, safety protective equipment, hygiene; In compliance with the ESHS Specifications. |
| 5 | Accommodation, drinking water, meals and transportation of staff: In compliance with Clause nos. 44, 45 & 46 of the ESHS Specifications of Part A2 of the Specification. |
| 6 | Accommodation |
| 7 | Meals |
| 8 | Transport |
| 9 | Training and local recruitment management: In compliance Clause nos. 8 & 43 of the ESHS Specifications of Part A2 of the Specification. |
| 10 | Protection of adjacent areas, biodiversity, prevention of erosion and wastewater management: In compliance with the ESHS Specifications. |
| 11 | Traffic, noise and atmospheric emissions management, land take: In compliance with the ESHS Specifications. |
| 12 | Waste and hazardous products management: In compliance with the ESHS Specifications. |
| 13 | Vegetation clearing and site rehabilitation: In compliance with the ESHS Specifications. |
| 14 | CIVIL WORKS OF GRAVITY SEWERAGE NETWORK & PRESSURE MAINS |
| 15 | SETTING-OUT SURVEY INCLUDING DRAWINGS |
| 16 | Surveying and levelling for the proposed alignment of pipe line by Total station method by engaging qualified Engineers with minimum qualification of B. E./B. Tech (Civil), Technical Assistant Grade - I & II, Mazdoor category - I, using the contractor-owned survey instruments, Special tools and plants vehicle hire charges, transportation, initial incidental charges such as jungle clearance etc. Preparation of Tree map and alignment plan, duly incorporating salient details, such as topographical features, permanent landmarks, bench marks etc. at appropriate points, alignment plans and longitudinal section plan at 30 m intervals in addition to other salient locations such as branches, bends, culverts, river crossing etc. with all field particulars in AutoCAD and submission of plan (in 3 sets), along with LF books with making all entries with certification by above qualified Engineers with soft copy and marking TBM stones at required places with bench mark registers soft copies (in 3 sets) and hard copies (in 5 sets) etc., complete as directed by the Engineer |
| 17 | DISMANTLING |
| 18 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separatelyBy Mechanical Means (including cutting at the edges of road surfaces to be dismantled). Breaking by excavator at the edges of road surfaces to be dismantled shall not be permitted.Bituminous Road (inclusive of Black Top surface layer, Water Bound Macadam (WBM) layer & Soling layer). |
| 19 | Dismantling of Cement Concrete Pavement: Dismantling of cement concrete pavement by mechanical means (including cutting at the edges of road surfaces to be dismantled) using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. Breaking by excavator at the edges of road surfaces to be dismantled shall not be permitted. |
| 20 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer |
| 21 | EARTH WORK (SEWER) |
| 22 | Excavation below road top/ GL (GL to be reckoned as Existing Ground Level, hereafter) by manual or mechanical means for laying of sewers, manholes, Chambers, sumps etc. in soil including extra excavation below inverts, trimming and dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers, watering and ramming, compacting the same conforming to MoRTH, including removal of surplus earth or other dismantled material up to a distance of 50 meters from the centre of trenches and lifts as below, stacking and spreading as directed, preparing the bed for laying of pipe/foundation, cleaning of site properly after completion of work etc. complete. Excavation by mechanical means shall be restricted up to 90 cm beyond invert levels at every point of excavation. Excavation from invert level to 90 cm beyond shall be done by manual means only. |
| 23 | Earth work, excluding dewatering |
| 24 | Earth work in Mixed Soil with Ordinary Soil & soil mixed with murrum, shingle, kankar, boulder -SMB, in depth 0-1.5 m,excluding dewatering |
| 25 | Earth work in Mixed Soil with Ordinary Soil & soil mixed with murrum, shingle, kankar, boulder -SMB, in depth beyond 1.5m & upto 3.0 m,excluding dewatering |
| 26 | Earth work in Mixed Soil with Ordinary Soil & soil mixed with murrum, shingle, kankar, boulder -SMB, in depth beyond 3.0m & upto 4.5 m,excluding dewatering |
| 27 | Earth work in Mixed Soil with Ordinary Soil & soil mixed with murrum, shingle, kankar, boulder -SMB, in depth beyond 4.5m & upto 6.0 m,excluding dewatering |
| 28 | Earth work in or under Water and/or Liquid Mud, including Pumping out Water, as required |
| 29 | Earth work in Mixed Soil with Ordinary Soil & soil mixed with murrum, shingle, kankar, boulder -SMB, in depth 0-1.5 m,including dewatering |
| 30 | Earth work in Mixed Soil with Ordinary Soil & soil mixed with murrum, shingle, kankar, boulder -SMB, in depth beyond 1.5m & upto 3.0 m, including dewatering |
| 31 | Earth work in Mixed Soil with Ordinary Soil & soil mixed with murrum, shingle, kankar, boulder -SMB, in depth beyond 3.0m & upto 4.5m, including dewatering |
| 32 | Earth work in Mixed Soil with Ordinary Soil & soil mixed with murrum, shingle, kankar, boulder -SMB, in depth beyond 4.5m & upto 6.0m, including dewatering |
| 33 | Disposal of Rubbish |
| 34 | Disposal of rubbish obtained from dismantling of road for a distance of 0 to 5 KM by mechanical means including its loading, unloading |
| 35 | Disposal of rubbish obtained from dismantling of road for a distance of 5 to 10 KM by mechanical means including its loading, unloading (inclusive of the distance from 0 to 5 KM) |
| 36 | Disposal of Earth |
| 37 | Disposal of earth obtained from dismantling of road for a distance of 0 to 5 KM by mechanical means including its loading, unloading |
| 38 | Disposal of earth obtained from dismantling of road for a distance of 5 to 10 KM by mechanical means including its loading, unloading (inclusive of the distance from 0 to 5 KM) |
| 39 | Carriage by Manual Means up to 200 m: |
| 40 | Carting / recarting : 100 m from the work site |
| 41 | Carting / recarting : 200 m from the work site |
| 42 | TIMBERING AND SHEET PILING WORK (For trenches deeper than 1.5 m: Providing of SHORING is mandatory, independent of soil type. Type of shoring to be as approved, instructed or determined by the Engineer) |
| 43 | Provide & fixing of Open Timbering (covering 1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40 mm thick approved country wood planks for poling board, 125 mm × 75 mm Indian country wood walers and 100 mm dia wooden ballies for struts at 1.50 m c/c 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. |
| 44 | Depth up to 3.0 m below GL. |
| 45 | Provide & fixing of Close Timbering in trenches for the following depth below ground level consisting of 40 mm thick approved country wood planks for poling board, 125 mm x 75 mm Indian country wood walers and 100 mm dia country wood ballies for struts at 1.50 m 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 property of the contractor. |
| 46 | Depth up to 3.0 m below GL. |
| 47 | Beyond 3.0 m to 6.0 m below GL |
| 48 | Extra for planking and strutting in close timbering, if required, to be left permanently in position. (face area of the timber permanently left to be measured)(N.B.: While allowing payment for retaining shoring, no payment for providing shoring vide item no. 13 beyond shall be made.) |
| 49 | Beyond 3.0 m to 6.0 m below GL |
| 50 | Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor’s own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer incharge {Note - Payment will be made as per actual driven length of pile} |
| 51 | BEDDING WORK |
| 52 | Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sieve, 20 to 50 % passing through 10mm sieve and 100 % retain on 6.3mm sieve, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer.(Murrum is not permitted for bedding) |
| 53 | For DI K-7 |
| 54 | 200 mm dia. |
| 55 | 250 mm dia. |
| 56 | 300 mm dia. |
| 57 | SUPPLY & LAYING OF PIPE |
| 58 | Providing and laying Ductile iron pipes of class K-7 S&S conforming to IS 8329:2000 with latest amendments, conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, dewatering if required, testing (Water Tightness test, Straightness and Obstruction test etc. as per Specification) and commissioning, including loading and unloading at all destinations, cutting of pipes wherever necessary and approved EPDM quality rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc complete. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for separately.) Rate shall include the costs of Third Party factory inspections.All DI pipes shall be provided with internal cement mortar lining made of High Alumina cement (HAC) conforming to the Specification and ISO 7186.Rate shall include the cost of preparing As-Built Drawings, including network layout drawings and longitudinal profile drawings. |
| 59 | 200 mm dia |
| 60 | 0 to 1.5 m depth |
| 61 | beyond 1.5 and up to 3.0 m depth |
| 62 | beyond 3.0 and up to 4.5 m depth |
| 63 | 250 mm dia |
| 64 | beyond 1.5 and up to 3.0 m depth |
| 65 | beyond 3.0 and up to 4.5 m depth |
| 66 | 300 mm dia |
| 67 | 0 to 1.5 m depth |
| 68 | beyond 1.5 and up to 3.0 m depth |
| 69 | beyond 3.0 and up to 4.5 m depth |
| 70 | beyond 4.5 and up to 6.0 m depth |
| 71 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade Double Chambered Restrained Joint pipes as per IS:8329-2000 and ISO:10804-2018(amended up to date), with rubber ring (EPDM) joints as per IS:5382-1985 (excluding special accessories), locking rings and locking bars complete including all material, labour, hydraulic testing andcommissioning as per technical specifications and as per direction of Engineer. Rate shall include the costs of Third Party factory inspections.All DI pipes shall be provided with internal cement mortar lining made of High Alumina cement (HAC) conforming to the Specification and ISO 7186.Rate shall include the cost of preparing As-Built Drawings, including plan alignment drawings and longitudinal profile drawings. |
| 72 | 400 mm dia. Ductile Iron (DI) ISI marked K-9 grade Double Chambered Restrained Joint pipes for trenchless works |
| 73 | TRENCHLESS WORKS |
| 74 | Supply and Pushing of MS casing pipe with Protective coating/ lining of specified thickness by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per railway/N.H.A.I standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB's. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber suddle/Spacers as per the requirement of Railway Authority/NHAI, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway/NHAI authorities, specification and the direction of the Engineer. i. In all type of soils,including stoney soilii. Diameter & thickness of pipe in mm :610 x 14 |
| 75 | Providing, jointing, laying, testing and commissioning of HDPE PE-100/PN-6 (suitable for pulling method for jointing) pipes for sewer line as per IS-14333 (amended upto date) with compliance for maintaining slope as per design by trenchless adopting HDD method (Horizontal Directional Drilling) below ground at all depth including carriage etc. complete in all respect, construction of thrust pit and receiving pit of required size upto 3 metre depth and soil investigation, making suitable arrangement for barricading of pits, traffic diversion, lights, traffic permission from relevant authority (though department will assist in getting the permission), refilling of pits in compacted layers of 150 mm including disposal of surplus material with all lift and lead upto 50 metre as per specification and the direction of the Engineer. Note-1 Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers, Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. Note- 2. Manual Pipe jacking is not permitted for workmen safety reasons.In all types of soil including mixed strata( to cross culvert/Nala etc) |
| 76 | 200mm Nominal dia |
| 77 | 250 mm Nominal dia |
| 78 | BARRICADING |
| 79 | Providing and erecting 2.00 m high temporary barricading at site; each panel of size 2.50 m x 2.00 m made of 40 mm x 40 mm x 6 mm angle iron or 50 mm x 50 mm x 3 mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30 mm x 5 mm MS flat by suitable welding/ riveting. The panels shall be made so that gap of 50 cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50 mm x 25 mm at both ends with 50 cm long MS angle 40 mm x 40 mm x 6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed with prior permission as per drawing/ direction of the Engineer which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer. The barricading provided shall be retained in position at site continuously i.e. shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipment and works required to execute the job. The barricading shall not be removed without prior approval of the Engineer. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i.e. shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 80 | Supply of all material, labour and T&P to provide, erect, dismantle and shifting of temporary barricading for particular work sites along trench during excavation and laying of pipe with Eucalyptus ballies of 100 mm dia in horizontal section in two rows and vertical post of 125 mm dia at 2 m C/C fastened with coconut/ Nariyal rope including provision of caution board. Unless approved or determined otherwise by the Engineer: Such temporary barricading shall be provided on both sides of open trenches. The unit rate shall refer to double-sided barricading of open trenches which shall be measured as per running metre (rmt) of open trench, whereas any single-sided barricading of open trenches shall be measured as per one-half of running metre (rmt) of open trench. The unit rate shall cover all costs for providing and erecting of temporary barricading from start of work at each particular work site until completion of work at each particular work site, as well as all costs to dismantle and shift the barricading to another particular work site. The barricading provided shall remain the property of the Contractor on completion of the work. |
| 81 | MANHOLES |
| 82 | RCC M-30 Pre-cast Manhole |
| 83 | Construction of approved type pre-cast RCC manhole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, dewatering if required, shoring and strutting wherever required using RCC M30 Grade of Concrete, Conforming to IS 456:2000 , with 20 mm and down graded stone chips, well graded sand and reinforcement shall be Fe500 conforming to IS 1786:2008, 175 mm thick top concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in raft all around the chamber as in approved drawing, benching concrete (1:2:4) with 1:12 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing EHD-35 Precast Concrete Manhole Cover & Frame, on a bed of PCC 1:2:4 supplying and fixing of minimum 6 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed,applying two coats of cold applied coal tar epoxy. paint of approved quality 100 micron dry film thickness each coat to embedded parts / Concrete Surface, including demolishing/cutting of road, earth work in all kind of soil ,back filling ,dressing,disposal of surplus earth/dismantled materials within 5 km, watering, curing,engraving manhole number with flow direction on the inner cylindrical surface etc.,leakage Testing of Manhole etc. complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Precast RCC manholes are for various diameters and depths as stated below and as per detailed drawings, specifications and direction of the EngineerNote: Cost of each Manhole will be treated as complete item,no extra payment will be made to complete the work as per drawing & Technical Specification |
| 84 | Type- A : 900 mm dia. manhole of 2.0 m depth |
| 85 | Type- B: 1200 mm dia. manhole of 2.5 m depth |
| 86 | Type- C : 1500 mm dia. manholes |
| 87 | 3.5 m depth |
| 88 | 4.5 m depth |
| 89 | 5.5 m depth |
| 90 | Deductions which concern Items under Sr no. 32.03 to 32.08 per meter for decrease (-) of height on standard depth of following sizes of manholes including supply of all materials, labour, Tools & Plants etc. Required for proper completion of work. Following Items shall be considered as Negative and shall be deducted accordingly. (Note: The Employer shall consider these Deductions during Evaluation of Bids for determining of lowest Bid.) |
| 91 | Deduction for shaft variations of Type- A : 900 mm dia. manholes (of 2.0 m depth) whose actual depths are below 2.0 meter. |
| 92 | Deduction for shaft variations of Type- B : 1200 mm dia. manholes (of 2.5 m depth) whose actual depths are beyond 2.0 meter and below 2.5 meter. |
| 93 | Type- C : 1500 mm dia. manholes |
| 94 | Deduction for shaft variations of Type- C : 1500 mm dia. manholes (of 3.5 m depth) whose actual depths are beyond 2.5 meter and below 3.5 meter. |
| 95 | Deduction for shaft variations of Type- C : 1500 mm dia. manholes (of 4.5 m depth) whose actual depths are beyond 3.5 meter and below 4.5 meter. |
| 96 | Deduction for shaft variations of Type- C : 1500 mm dia. manholes (of 5.5 m depth) whose actual depths are beyond 4.5 meter and below 5.5 meter. |
| 97 | RCC M-30 Cast-in-situ Manhole |
| 98 | Construction of approved type Cast in situ RCC manhole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, dewatering if required, shoring and strutting wherever required using RCC M30 Grade of Concrete, Conforming to IS 456:2000 , with 20 mm and down graded stone chips, well graded sand and reinforcement shall be Fe500 conforming to IS 1786:2008, having wall thickness and raft thickness,top concrete slab thickness as in approved drawings and with an offset in raft all around the chamber as in approved drawing, benching concrete (1:2:4) with 1:12 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing EHD-35 Precast Concrete Manhole Cover & Frame, on a bed of PCC 1:2:4 supplying and fixing of minimum 6 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed,applying two coats of cold applied coal tar epoxy. paint of approved quality 100 micron dry film thickness each coat to embedded parts / Concrete Surface including demolishing/cutting of road, earth work in all kind of soil , back filling,dressing,disposal of surplus earth/dismantling materials within 5 km., watering, curing, engraving manhole number with flow direction on the inner cylindrical surface etc.,leakage Testing of Manhole etc. all complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Cast in situ RCC manholes are for various diameters and depths as stated below and as per detailed drawings, specifications and direction of the EngineerNote: Cost of each Manhole will be treated as complete item,no extra payment will be made to complete the work as per drawing & Technical Specification |
| 99 | Cast-in-situ: 900 mm dia. manhole of 2.0 m depth |
| 100 | Cast-in-situ: 1200 mm dia. manhole of 2.5 m depth |
| 101 | Cast-in-situ: 1500 mm dia. manholes |
| 102 | 3.5 m depth |
| 103 | 4.5 m depth |
| 104 | 5.5 m depth |
| 105 | Deductions which concern Items under Sr no. 34.02 to 34.08 per meter for decrease (-) of height on standard depth of following sizes of manholes including supply of all materials, labour, Tools & Plants etc. Required for proper completion of work. Following Items shall be considered as Negative and shall be deducted accordingly. (Note: The Employer shall consider these Deductions during Evaluation of Bids for determining of lowest Bid.) |
| 106 | Deduction for shaft variations of Cast-in-situ: 900 mm dia. manholes (of 2.0 m depth) whose actual depths are below 2.0 meter. |
| 107 | Deduction for shaft variations of Cast-in-situ: 1200 mm dia. manholes (of 2.5 m depth) whose actual depths are beyond 2.0 meter and below 2.5 meter. |
| 108 | Cast-in-situ: 1500 mm dia. manholes |
| 109 | Deduction for shaft variations of Cast-in-situ: : 1500 mm dia. manholes (of 3.5 m depth) whose actual depths are beyond 2.5 meter and below 3.5 meter. |
| 110 | Deduction for shaft variations of Cast-in-situ : 1500 mm dia. manholes (of 4.5 m depth) whose actual depths are beyond 3.5 meter and below 4.5 meter. |
| 111 | Deduction for shaft variations of Cast-in-situ: : 1500 mm dia. manholes (of 5.5 m depth) whose actual depths are beyond 4.5 meter and below 5.5 meter. |
| 112 | Providing and fixing DROP ARRANGEMENT with following dia. HDPE grade PE-100 pipes, conforming to PN 6 as per IS 14333:1996 with latest amendments, vertical drop pipe with MS fastenings at 300 mm C/C, with suitable expander / reducer HDPE ‘T’ joint at top with incoming sewer with one end of Tee inside the manhole closed with end cap and 45 degree bend at the bottom with HDPE specials and encasing the pipe outside the manhole with plain cement concrete-PCC 1:2:4 proportion, 150 mm / 200 mm thick all around the HDPE pipe, including vibrating, compacting, necessary centering and form work, curing, testing etc. including cost and conveyance of all materials, labour with all lead and lifts etc. complete as per specification, drawings and as directed by the Engineer. |
| 113 | Drop Arrangement with 200mm dia Drop with PE-100 grade,PN-6(6kg/cm2) HDPE Pipe |
| 114 | Drop Arrangement with 150mm dia Drop with PE-100 grade,PN-6(6kg/cm2) HDPE Pipe |
| 115 | House Service Connection |
| 116 | Door-to-door survey for Sewer house service connection of all properties to be connected with Sewer Network, Preparation of sketch drawing true to site showing layout arrangement for each house sewer connection with all the details i.e. location of IC, septic tank, size of outlet pipe from property, proposed pipe length etc. including Cost Schedule,and obtain approval from Project manager or his representative, Preparation of as built drawing (Layout plan) in AutoCAD for each property / dwelling connected with sewer network |
| 117 | Construction of road-side Inspection/ Junction Chamber of Size 600 mm x 600 x 1200 mm:with demolishing/cutting of road, earth work in all kind of soil,back filling,disposal of surplus earth/dismantling materials within 5 km., watering, curing,leakage Testing etc. all complete including cost of conveyance of all materials, labour with all lead and lifts. ,100 mm thick PCC 1:2:4 in foundation, 75 mm thick PCC 1:2:4 flooring in slope, 230 mm thick First Class Brick Work in Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), 12 mm thick inside and outside plastering with Cement Mortar 1:3), inside plaster finished with neat coat of cement, with Square 710 mm x 710 mm RCC Cover and Frame (EHD-35), refilling of Jhiri with watering and ramming including fixing up to 5 nos. of 110 OD uPVC pipes (Stiffness class SN 8) as per IS 15328:2003 and RCC NP3 150 mm dia. pipe pieces as per IS 458:2003 and plugging the same etc. complete as per approved standard drawing. (Pipe cost to be paid separately).Note: Cost of each Inspection Chamber will be treated as complete item,no extra payment will be made to complete the work as per drawing & Technical SpecificationPayment will be made as per actual depth and shaft deduction or addition will be made as mentioned below |
| 118 | Deduction for per running meter/shaft deduction for Inspection Chamber (Depth is less than 1200mm) |
| 119 | Construction of property Connection Chamber of Size 500 mm x 500 mm x 700 mm - inside clear dimension, with demolishing/cutting of road, earth work in all kind of soil ,back filling,disposal of surplus earth/dismantling materials within 5 km., watering, curing,leakage Testing etc. all complete including cost of conveyance of all materials, labour with all lead and lifts. , with 100 mm thick PCC 1:2:4 in foundation, 230 mm thick First Class Brick Work in Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), 12 mm thick inside and outside plastering with CM (1:3), inside plaster finished with neat coat of cement, with Square 600 mm x 600 mm Precast RCC Cover (M25) as required, refilling of Jhiri with watering and ramming, including fixing up to 4 nos. of 110 OD and one \\"P\\" trap in floor as per drawing(Cost of 'P' trap will be paid separately)Note: Cost of each Property Connection Chamber will be treated as complete item,no extra payment will be made to complete the work as per drawing & Technical SpecificationPayment will be made as per actual depth and shaft deduction or addition will be made as mentioned below |
| 120 | Deduction for per running meter/shaft deduction for Property Connection Chamber (Depth is less than 700 mmmm) |
| 121 | Supplying, laying S&S RCC spun / Vibrated Cast Pipes (Reinforced) NP3 Class conforming to IS:458 with latest amendments for Sewer line works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials including cost of specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e., rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and with C.C.bedding(1:2:4)/Encasing as per drawing (to be paid separately), giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing) but excluding excavation and backfilling of trenches up to ground level. Rate shall include the costs of Third Party factory inspections.Rate shall include the cost of preparing As-Built Drawings, including pipe and chamber layout drawings indicating pipe invert levels at chambersRCC NP3 150 mm dia. connection from Inspection Chamber to Manhole, or connection from Junction Chamber to Manhole |
| 122 | Providing, conveying to site, Excavation & lowering in trenches, aligning, laying & jointing to street manholes or to lateral sewers directly or through road side chamber, by rigid uPVC pipes, of (Stiffness class SN 8) as per IS 15328:2003, ISI marked and as per specifications with rubber ring with socket and spigot joints, (EPDM/SBR) as per IS 5382:1985 including cost of rubber gaskets, lubricants etc. all necessary upvc fittings like \\"T\\", bend,coupler,reducer etc, with sand bedding as per drawing, all transportation, loading and unloading, conveying to site and stacking the same in closed shed duly protected from sun rays and rains, giving satisfactory hydraulic field testing and commissioning, as per the Specification and Drawings etc. complete as directed by the Engineer. Rate shall include the costs of Third Party factory inspections.Rate shall include the cost of preparing As-Built Drawings, including pipe and chamber layout drawings indicating pipe invert levels at chambers110 mm dia (OD) uPVC pipes, connection from Connection Chamber to Manhole, or connection from Connection Chamber to Inspection Chamber |
| 123 | Demolishing brick work by manual / mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of the Engineer. |
| 124 | Demolishing cement concrete by mechanical / manual means, disposal of material within 50 metres lead as per direction of the Engineer. Nominal concrete 1:3:6 or richer mix (i.e. equivalent design mix).Breaking by excavator at the edges of road surfaces to be dismantled shall not be permitted |
| 125 | Demolishing RCC work by manual / mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of the Engineer. |
| 126 | Demolishing stone rubble masonry by manual / mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of the Engineer.In cement mortar |
| 127 | Dismantling tile work in floors laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm. |
| 128 | Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 129 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 130 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by the Engineer, beyond 50 m initial lead, for all leads including all lifts involved. |
| 131 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual 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 up to 50 m and lift up to 1.5 m, as directed by Engineer.In All kinds of soil |
| 132 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 133 | Providing bedding / encasing with P.C.C 1:2:4 Cement Concrete all around R.C.C Pipe as per drawing and Technical Specification |
| 134 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 135 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 136 | Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Medium shade pigment using 50% white cement and 50% Grey cement |
| 137 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete withUdaipur green marble |
| 138 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 139 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.Red sand stone. |
| 140 | Providing and laying Ceramic glazed floor tiles of size 300 mm x 300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete |
| 141 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 500 mm x 500 mm |
| 142 | Providing & fixing of approved make upvc \\"P\\" Trap suitable for SWR works, with the floor of Property Connection Chamber all complete as per drawing and the direction of Engineer. |
| 143 | Providing & fixing white vitreous China water closet squatting pan (Indian type) along with \\"S\\" & \\"P\\" trap including dismantling of old WC seat and \\"S\\" & \\"P\\" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled materials all complete as per the direction of Engineer.Odisha pattern pan of standard size 580 mm x 440 mm |
| 144 | Providing, supplying, laying of sand stone slab in sewer trenches for providing supporting base to sewer line over septic tanks/ soak pits in alignment of sewer line, all joints with septic tank and soakpits will be completed with 1:4 Cement sand mortar:50 mm thick stone slabs in required length as per site requirement |
| 145 | Removal of Sewage/sludge from existing Septic Tank |
| 146 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km complete for backfilling of existing septic tank |
| 147 | Appurtenant works like Anchor Block, Thrust Block, Protection work, Non-Standard Manhole, Repairing or New construction of Drain, pipe encasing etc., arrangement for pipe laying over water course/nallah beyond ground, pipe crossing bridge etc. |
| 148 | Excavation in soil mixed with murrum, shingle, kankar, boulder excluding dewatering requiring use of specials Tools & Plants, if required. |
| 149 | 0 m to 1.5 m below GL |
| 150 | beyond 1.5 m to 3.0 m below GL |
| 151 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level :1:3:6(1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 152 | R.C.C Work |
| 153 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, cement (as per the Specification), admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centring, shuttering, finishing and reinforcement as per direction of the Engineer; for the following grades of concrete.- All work up to plinth level :Concrete of M25 gradeNote:Prior approval for Design Mix Concrete has to be taken from the Engineer |
| 154 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, cement (as per the Specification), admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centring, shuttering, finishing and reinforcement as per direction of the Engineer; for the following grades of concrete.- All work up to plinth level :Concrete of M30 gradeNote:Prior approval for Design Mix Concrete has to be taken from the Engineer |
| 155 | Centring and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 156 | Centring and shuttering including strutting, propping etc. and removal of form for Columns |
| 157 | Supplying, fitting and fixing in position reinforcement with Thermo-Mechanically Treated-TMT bars conforming to relevant IS Code for RCC work including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete.(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate)Grade Fe500 or more |
| 158 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)With existing available materials at site during dismantling |
| 159 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)with new stone materials |
| 160 | Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.Rubble Stone Masonry in Cement Mortar |
| 161 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 162 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 163 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 164 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 165 | Providing and fixing of M.S. Flat strap with Nut bolt and anti corrosive paint etc complete |
| 166 | Provision for crossing of nala or drain & stop flow of running water by making temporary bandh with gunny bag filled with earth and making hole in drain wall, excavation (if any) and remake the drain as previous condition |
| 167 | ROAD REINSTATEMENT WORKS |
| 168 | GSB By Mix-in-Place Method: Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Specification Clause 401 of MoRTH (Grade-I Material). |
| 169 | Dry Lean Cement Concrete Sub- baseConstruction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 170 | Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type PCC 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 then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 microns thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, 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 the Drawings and Specification. |
| 171 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.(By Mechanical Means with 1 km lead) |
| 172 | Bituminous MacadamProviding 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.(Bitumen VG-30 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) |
| 173 | with Bitumen VG-30 |
| 174 | Semi Dense Graded Bituminous Concrete Grading-IIProviding and laying Semi Dense Graded Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, tranporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alingment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respect |
| 175 | Grading II -10mm using VG-30 (bitumious binder @ 5% of mix) |
| 176 | Prime Coat Low porosityProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 177 | Tack CoatProviding and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 178 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 179 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer. (Old CC paver blocks shall be supplied by the department free of cost, it shall include paver blocks obtained by taking out from the road). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 44 daysSep 07, 2026
Bid Opening Date
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