Tender For Repair & Restoration Of Damaged 8 Water Supply Schemes Due To Deviya Aapda In Year 2025-2026 In Block Sahaspur & Doiwala
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Sep 2026
2 days left
EMD
2.80 Lakhs
Bank guarantee accepted
Document Fee
4720
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 Repair & Restoration Of Damaged 8 Water Supply Schemes Due To Deviya Aapda In Year 2025-2026 In Block Sahaspur & Doiwala
BOQ
| Sl. No. | Item Description |
| 1 | AAMWALA W/S SCHEME |
| 2 | Supply of all materials, labour & T&P etc to construct of following works as per type design and drawings complete :- Intake chamber for spring (0.60x0.60) M. |
| 3 | Intake Chamber (0.60x0.60) M. |
| 4 | Dismantling & Relaying of following dia.screwed and socketed G.I. pipes specials and fitting including taking out of dismantled G.I pipes and specials from trenches and stacking then properly with in 50m but excluding the cost of earth works. |
| 5 | 100 mm Dia |
| 6 | 150 mm Dia |
| 7 | Providing, Supply and Carting, laying jointing fixing and testing of G.I. screwed pipe with spcials in trenched (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (medium quality) including cutting and threading etc. complete |
| 8 | 100 mm Dia |
| 9 | 150 mm Dia |
| 10 | Excavation of earth for pipe line in trenches with lift up to 1.50 M. & lead up to 30 M. including refilling, watering, ramming, of excavated earth into the trenches and removal of surplus earth up to a distance of 60 M. form trenches including supply of labour, T&P etc. all complete (Assuming that 90% pipe line is laid in trenches. It is estimated that 75% excavation will be in soil mixed with shingle bajri & boulders and 25% will be in medium rocks.For New Pipe Line |
| 11 | Soil mixed with boulders and bajri. |
| 12 | Protection works of the above items |
| 13 | R.R. 1:6 |
| 14 | R.R. Dry |
| 15 | P.C.C (1:4:8) |
| 16 | P.C.C (1:2:4) With cement and sand ,20mm stone grit including supply all material labour T&P. |
| 17 | Wire cretes Size (3.0x1.50x1.50)m with GI wire confirming to IS : 280 & IS : 4826 in 150x150 mesh laid with stone boulder as per specification (GI wire guage B.W.G). |
| 18 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. |
| 19 | 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 20 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for : - |
| 23 | Foundations, footings, bases of columns, etc. for mass concrete |
| 24 | Columns, Pillars, Piers, Abutments, Posts and Strut |
| 25 | KANDOLI (NIMMI RIVER) W/S Scheme |
| 26 | Supply of all materials, labour & T&P etc to construct of following works as per type design and drawings complete :-. |
| 27 | S.C.C. CURM ROUGHENING FILTER (1.0X1.0M) |
| 28 | Dismantling & Relaying of following dia.screwed and socketed G.I. pipes specials and fitting including taking out of dismantled G.I pipes and specials from trenches and stacking then properly with in 50m but excluding the cost of earth works. |
| 29 | 100 mm Dia |
| 30 | Providing, Supply and Carting, laying jointing fixing and testing of G.I. screwed pipe with spcials in trenched (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (medium quality) including cutting and threading etc. complete |
| 31 | 100 mm Dia |
| 32 | Excavation of earth for pipe line in trenches with lift up to 1.50 M. & lead up to 30 M. including refilling, watering, ramming, of excavated earth into the trenches and removal of surplus earth up to a distance of 60 M. form trenches including supply of labour, T&P etc. all complete (Assuming that 90% pipe line is laid in trenches. It is estimated that 75% excavation will be in soil mixed with shingle bajri & boulders and 25% will be in medium rocks.For New Pipe Line |
| 33 | Soil mixed with boulders & bajri |
| 34 | Protection works of the above items |
| 35 | R.R. 1:6 |
| 36 | R.R. Dry |
| 37 | P.C.C (1:4:8) |
| 38 | P.C.C (1:2:4) With cement and sand ,20mm stone grit including supply all material labour T&P. |
| 39 | Wire cretes Size (3.0x1.50x1.50)m with GI wire confirming to IS : 280 & IS : 4826 in 150x150 mesh laid with stone boulder as per specification (GI wire guage B.W.G). |
| 40 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. |
| 41 | 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 42 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 43 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form for : - |
| 45 | Foundations, footings, bases of columns, etc. for mass concrete |
| 46 | Columns, Pillars, Piers, Abutments, Posts and Strut |
| 47 | KANDOLI (SWAJAL) W/S Scheme |
| 48 | Supply of all materials, labour & T&P etc to construct of following works as per type design and drawings complete :- . |
| 49 | French well (350 mm dia) |
| 50 | Cross wall |
| 51 | Dismantling & Relaying of following dia.screwed and socketed G.I. pipes specials and fitting including taking out of dismantled G.I pipes and specials from trenches and stacking then properly with in 50m but excluding the cost of earth works. |
| 52 | 65 mm dia |
| 53 | 80 mm dia |
| 54 | 100 mm dia |
| 55 | Providing, Supply and Carting, laying jointing fixing and testing of G.I. screwed pipe with spcials in trenched (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (medium quality) including cutting and threading etc. complete |
| 56 | 65 mm dia |
| 57 | 80 mm dia |
| 58 | 100 mm dia |
| 59 | Excavation of earth for pipe line in trenches with lift up to 1.50 M. & lead up to 30 M. including refilling, watering, ramming, of excavated earth into the trenches and removal of surplus earth up to a distance of 60 M. form trenches including supply of labour, T&P etc. all complete (Assuming that 90% pipe line is laid in trenches. It is estimated that 75% excavation will be in soil mixed with shingle bajri & boulders and 25% will be in medium rocks.For New Pipe Line |
| 60 | Soil mixed with boulders & bajri |
| 61 | Protection works of the above items |
| 62 | R.R. 1:6 |
| 63 | R.R.Dry |
| 64 | P.C.C (1:4:8) |
| 65 | P.C.C (1:2:4) With cement and sand ,20mm stone grit including supply all material labour T&P. |
| 66 | Wire cretes Size (3.0x1.50x1.50)m with GI wire confirming to IS : 280 & IS : 4826 in 150x150 mesh laid with stone boulder as per specification (GI wire guage B.W.G). |
| 67 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. |
| 68 | 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 69 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 70 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 71 | Centering and shuttering including strutting, propping etc. and removal of form for : - |
| 72 | Foundations, footings, bases of columns, etc. for mass concrete |
| 73 | Columns, Pillars, Piers, Abutments, Posts and Strut |
| 74 | KANDOLI (MALDUNG) W/S Scheme |
| 75 | Supply of all materials, labour & T&P etc to construct of following works as per type design and drawings complete :- |
| 76 | French well (350 mm dia) |
| 77 | Cross wall |
| 78 | Dismantling & Relaying of following dia.screwed and socketed G.I. pipes specials and fitting including taking out of dismantled G.I pipes and specials from trenches and stacking then properly with in 50m but excluding the cost of earth works. |
| 79 | 150 mm Dia |
| 80 | Providing, Supply and Carting, laying jointing fixing and testing of G.I. screwed pipe with spcials in trenched (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (medium quality) including cutting and threading etc. complete |
| 81 | 150 mm Dia |
| 82 | Excavation of earth for pipe line in trenches with lift up to 1.50 M. & lead up to 30 M. including refilling, watering, ramming, of excavated earth into the trenches and removal of surplus earth up to a distance of 60 M. form trenches including supply of labour, T&P etc. all complete (Assuming that 90% pipe line is laid in trenches. It is estimated that 75% excavation will be in soil mixed with shingle bajri & boulders and 25% will be in medium rocks.For New Pipe Line |
| 83 | Soil mixed with boulders & bajri |
| 84 | Protection works of the above items |
| 85 | R.R. 1:6 |
| 86 | R.R. Dry |
| 87 | P.C.C (1:4:8) |
| 88 | P.C.C (1:2:4) With cement and sand ,20mm stone grit including supply all material labour T&P. |
| 89 | Wire cretes Size (3.0x1.50x1.50)m with GI wire confirming to IS : 280 & IS : 4826 in 150x150 mesh laid with stone boulder as per specification (GI wire guage B.W.G). |
| 90 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. |
| 91 | 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 92 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 93 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 94 | Centering and shuttering including strutting, propping etc. and removal of form for : - |
| 95 | Foundations, footings, bases of columns, etc. for mass concrete |
| 96 | Columns, Pillars, Piers, Abutments, Posts and Strut |
| 97 | Naugaun Manduwala W/S scheme |
| 98 | Supply of all materials, labour & T&P etc. and construct following works as per type design and drawings complete :- |
| 99 | French well for gadhera (350mm dia) |
| 100 | Relaying and Dismantling of following dia.screwed and socketed G.I. pipes specials and fitting including taking out of dismantled G.I pipes and specials from trenches and stacking then properly with in 50m but excluding the cost of earth works. |
| 101 | 100 mm Dia |
| 102 | Providing, Supply and Carting, laying jointing fixing and testing of G.I. screwed pipe with spcials in trenched (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (medium quality) including cutting and threading etc. complete |
| 103 | 100 mm Dia |
| 104 | Excavation of earth for pipe line in trenches with lift up to 1.50 M. & lead up to 30 M. including refilling, watering, ramming, of excavated earth into the trenches and removal of surplus earth up to a distance of 60 M. form trenches including supply of labour, T&P etc. all complete (Assuming that 90% pipe line is laid in trenches. It is estimated that 75% excavation will be in soil mixed with shingle bajri & boulders and 25% will be in medium rocks.For New Pipe Line |
| 105 | (a) Soil mixed with boulders & bajri |
| 106 | (b) Soil mixed with Medium Rocks. |
| 107 | Protection works of the above items |
| 108 | R.R. 1:6 |
| 109 | R.R. dry |
| 110 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. |
| 111 | P.C.C (1:4:8) With cement and sand , stone grit including supply all material labour T&P. |
| 112 | P.C.C (1:2:4) With cement and sand ,20mm stone grit including supply all material labour T&P. |
| 113 | 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 114 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 115 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 116 | Centering and shuttering including strutting, propping etc. and removal of form fo |
| 117 | Foundations, footings, bases of columns, etc. for mass concrete |
| 118 | Columns, Pillars, Piers, Abutments, Posts and Strut |
| 119 | BHANWALA W/S Scheme |
| 120 | Supply of all materials, labour & T&P etc. and construct of SCC cum roughening filter as per type design and drawings complete :- |
| 121 | (1.00 x 1.00 ) m |
| 122 | Relaying and Dismantling of following dia.screwed and socketed G.I. pipes specials and fitting including taking out of dismantled G.I pipes and specials from trenches and stacking then properly with in 50m but excluding the cost of earth works. |
| 123 | 150 mm Dia |
| 124 | Providing, Supply and Carting, laying jointing fixing and testing of G.I. screwed pipe with spcials in trenched (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (medium quality) including cutting and threading etc. complete |
| 125 | 150 mm Dia |
| 126 | Excavation of earth for pipe line in trenches with lift up to 1.50 M. & lead up to 30 M. including refilling, watering, ramming, of excavated earth into the trenches and removal of surplus earth up to a distance of 60 M. form trenches including supply of labour, T&P etc. all complete (Assuming that 90% pipe line is laid in trenches. It is estimated that 75% excavation will be in soil mixed with shingle bajri & boulders and 25% will be in medium rocks.For New Pipe Line |
| 127 | (a) Soil mixed with boulders & bajri |
| 128 | (b) Soil mixed with Medium Rocks. |
| 129 | Protection works of the above items |
| 130 | R.R. 1:6 |
| 131 | R.R. dry |
| 132 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. |
| 133 | P.C.C (1:4:8) With cement and sand , stone grit including supply all material labour T&P. |
| 134 | P.C.C (1:2:4) With cement and sand ,20mm stone grit including supply all material labour T&P. |
| 135 | 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 136 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 137 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 138 | Centering and shuttering including strutting, propping etc. and removal of form fo |
| 139 | Foundations, footings, bases of columns, etc. for mass concrete |
| 140 | Columns, Pillars, Piers, Abutments, Posts and Strut |
| 141 | KHAIRI KHURD W/S Scheme |
| 142 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes confirming to IS : 8329/2000 including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete. |
| 143 | 150 mm Dia |
| 144 | Excavation of earth for pipe line in trenches with lift up to 1.50 M. & lead up to 30 M. including refilling, watering, ramming, of excavated earth into the trenches and removal of surplus earth up to a distance of 60 M. form trenches including supply of labour, T&P etc. all complete (Assuming that 90% pipe line is laid in trenches. It is estimated that 75% excavation will be in soil mixed with shingle bajri & boulders and 25% will be in medium rocks.For New Pipe Line |
| 145 | (a) Soil mixed with boulders & bajri |
| 146 | Provision for making payment to P.W.D./Irrigation/Gram Panchayat & other department for the reinstatement of road. |
| 147 | Cement concrete road |
| 148 | KANSWALI KOTHARI W/S Scheme |
| 149 | Supply of all materials, labour & T&P etc. and construct following works as per type design and drawings complete :- |
| 150 | French well for gadhera (350mm dia) |
| 151 | Relaying and Dismantling of following dia.screwed and socketed G.I. pipes specials and fitting including taking out of dismantled G.I pipes and specials from trenches and stacking then properly with in 50m but excluding the cost of earth works. |
| 152 | 100 mm Dia |
| 153 | Providing, Supply and Carting, laying jointing fixing and testing of G.I. screwed pipe with spcials in trenched (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (medium quality) including cutting and threading etc. complete |
| 154 | 100 mm Dia |
| 155 | Excavation of earth for pipe line in trenches with lift up to 1.50 M. & lead up to 30 M. including refilling, watering, ramming, of excavated earth into the trenches and removal of surplus earth up to a distance of 60 M. form trenches including supply of labour, T&P etc. all complete (Assuming that 90% pipe line is laid in trenches. It is estimated that 75% excavation will be in soil mixed with shingle bajri & boulders and 25% will be in medium rocks.For New Pipe Line |
| 156 | (a) Soil mixed with boulders & bajri |
| 157 | (b) Soil mixed with Medium Rocks. |
| 158 | Protection works of the above items |
| 159 | R.R. 1:6 |
| 160 | R.R. dry |
| 161 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. |
| 162 | P.C.C (1:4:8) With cement and sand , stone grit including supply all material labour T&P. |
| 163 | P.C.C (1:2:4) With cement and sand ,20mm stone grit including supply all material labour T&P. |
| 164 | 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 165 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 166 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 167 | Centering and shuttering including strutting, propping etc. and removal of form for- |
| 168 | Foundations, footings, bases of columns, etc. for mass concrete |
| 169 | Columns, Pillars, Piers, Abutments, Posts and Strut |
| 170 | Environment Monitoring (Pre-construction Stage) |
| 171 | Ambient Air Quality (PM2.5, PM10, SOX, NOX, CO) |
| 172 | Surface Water quality (IS 2294) |
| 173 | Noise Levels (Day time and night time noise level (max, min & Leqlevels) |
| 174 | Environment Monitoring (Construction Stage) |
| 175 | Ambient Air Quality (PM2.5, PM10, SOX, NOX, CO) |
| 176 | Surface Water quality (IS 2294) |
| 177 | Noise Levels (Day time and night time noise level (max, min &Leq levels) |
| 178 | Provision of Mobile Toilets at Work Site including maintenance till Construction Period |
| 179 | (i) Supply and commissioning of mobile toilets on wheel/ prefab toilet (2 units each Toilet and bathroom) with proper water supply and drainage system, electric supply and safe access at work site locations |
| 180 | (ii) Maintenance: Daily cleaning twice a day by engaging one permanent helper |
| 181 | (iii) Painting at every six months |
| 182 | Environmental Protection, Safety, IEC and Social & Environmental Trainings |
| 183 | ESMP and OHS Training at site (1 day) |
| 184 | Labour Laws Training at site (1 day) |
| 185 | Training on sensitization on Gender issues including SEA/SH Provisions |
| 186 | GRC meeting / stakeholder meeting |
| 187 | Community Meetings/Public Consultations & Community Health and Safety Training |
| 188 | Awareness Training for HIV/AIDS and other STDs |
| 189 | Project Information boards as per as per direction of Engineering Encharge |
| 190 | Potable water quality Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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