Tender For Repair Of Damaged & Protection Works On Rising Main/Intake Well/Cross Wall / Mps/Bfg And Ips-Ist Under Henwal Ghati Pumping Water Supply Scheme Due To Natural Calamity.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
28 Sep 2026
12 days left
EMD
5 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
Tehri Garhwal → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair Of Damaged & Protection Works On Rising Main/Intake Well/Cross Wall / Mps/Bfg And Ips-Ist Under Henwal Ghati Pumping Water Supply Scheme Due To Natural Calamity.
BOQ
| Sl. No. | Item Description |
| 1 | PART A (Damage and Protection Works on Rising main/ Gravity main/Cross Wall/MPS/BFG. |
| 2 | Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. |
| 3 | FOR PIPE LINE |
| 4 | Excavation in foundation for retaining,breastwalls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer- in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction 397.00 Cum |
| 5 | FOR CROSS WALL |
| 6 | For MPS |
| 7 | For BFG |
| 8 | Providing of all materials, Carting from site store to site of work,Lowering into trenches with true to alignment, Laying of MSERW Pipes grade Yst 210,Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipelines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete |
| 9 | FOR CROSS WALL |
| 10 | 250mm dia 8.7mm thick |
| 11 | For MPS |
| 12 | 250mm dia 8.7mm thick |
| 13 | FOR PIPE LINE AND BFG |
| 14 | 250mm dia 8.7mm thick |
| 15 | PCC Work For Raft of Cross Wall |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level |
| 17 | 1:2:4 (1 Cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 18 | RCC Work For Cross Wall |
| 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 |
| 20 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) for Raft-I |
| 21 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) for Raft-II |
| 22 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) for Wall |
| 23 | Steel reinforcement for Cross Wall |
| 24 | Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more.for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 25 | PCC Work At MPS |
| 26 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Floor work |
| 27 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) For Top & Bottom of Wall |
| 28 | Cement plum Masonry with 40%plum& 60%1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work.as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 29 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,retaining walls,parapets,scuppers,etc. including supply of allmaterial, labour,T&P androyaltiies etc.complete as per drawing and technical specifications Clauses 702,704,1202&1203 of MORD Specifiction |
| 30 | FOR CROSS Wall |
| 31 | FOR MPS |
| 32 | FOR PIPE LINE AND BFG |
| 33 | Random Rubble Dry Stone massonnary laid dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specifications. |
| 34 | FOR CROSS Wall |
| 35 | FOR PIPE LINE AND BFG |
| 36 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS 4826 in 150mm x 150mm mesh laid with stone boulders, as per direction of engineer in charge (As per PWD uttarakhand specifications) |
| 37 | GI wire 10 gauge BWG FOR CROSS Wall |
| 38 | GI wire 10 gauge BWG FOR PIPE LINE AND BFG |
| 39 | Providing and carting of materials and laying Stone piching protection works including supply of all labour, material T&P etc complete. |
| 40 | FOR CROSS Wall |
| 41 | Cartage of following MSERW Pipe, specials & fittings from Rishikesh to Fakot nearest road including loading, unloading etc complete. |
| 42 | Construction of Anchor Block along Pipe line including supply of all material,labour,T&P etc xomplete as per Drwaing |
| 43 | Dismental of following size of Pipe line for shifting alignment from river side to shift in true alignment as will be selected in final Execution of works |
| 44 | 250 MM MSERW 8.7 MM Thichness |
| 45 | Relaying of Following size of Pipe line including supply of all material,Labour,T&P complete. |
| 46 | 250 MM MSERW 8.7 MM Thichness |
| 47 | Material & Labour welding to MSERW pipe joint including catage of gas cylider,welder, charges of generator,welding rod & welding set complete all as spd |
| 48 | 250mm 8.7mm thick |
| 49 | Design Consultancy of Henwal Ghati GOV Pumpin water Supply Scheme for using structure Such as RCC Cross Wall/Rcc Retaining Wall at IPS-I/Protection Wall at MPS/Rising Main site survey and Soil Testing Including vetting of all structure solution from IIT (BHU). |
| 50 | Site Visit Charge each @ 10000 Rs. |
| 51 | Part B -I- (Repair And Strenghthing (Retrofitting) Of Damaged & Protection Works Retaning /Breast Wall at IPS-1st ) |
| 52 | 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) for Retrofitting work i.e. splint at Doors/Windows, James, corners and junctions of brick masonary wall below the plinth level, in floor/apron at work site as per structural drawing, specification and direction approved by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 53 | All kinds of soil |
| 54 | Clearance of Slip near PWD Road |
| 55 | Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m 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. |
| 56 | All kinds of soil |
| 57 | Excavation in all type of sail for site development (for R.C.C wall) |
| 58 | Excavationinfoundationfor retaining,breastwallsetc, inall typesofsoils and rocks includingall lead, lift anddisposal of surplusmaterial asper direction of engineer- in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 59 | Excavation in foundation of R.C.C. wall |
| 60 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in- situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to thebottom of pile cap) |
| 61 | 300 mm dia |
| 62 | 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 63 | P.C.C 1:3:6 In foundation |
| 64 | 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 : |
| 65 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (R.C.C in 1:1.5:3 in piles) |
| 66 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (R.C.C in 1:1.5:3 in Foundation) |
| 67 | Centering and shuitering including strutting, propping etc. and removal of form work for : |
| 68 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 69 | C/s for R.C.C wall |
| 70 | Foundations, footings, bases for columns |
| 71 | c/s for foundation |
| 72 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. |
| 73 | U-PVC pipes (working pressure 4 kg / cm 2) Single socketed pipe 110 mm dia |
| 74 | Providing and placing 110mm dia P.V.C pipe (weephole)@ 1.50 C/C |
| 75 | 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 : |
| 76 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)'R.C.C in R.C.C. wall 1:1.5:3 |
| 77 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels,Beams, Plinth,Beams,Girders,Bressumers and cantilevers |
| 78 | C/s for R.C.C. tie beam 30x30…. |
| 79 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 80 | R.C.C 1:1.5:3 for beam,Slabs,Staff Quarters,Tank Area,Back side of Pump House,R.H.S of Pump House and for steps between staff quarter & Pump House |
| 81 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 82 | Thermo-Mechanically Treated bars of grade Fe-500D or more. (Add Qty of S.No.6+7+12) |
| 83 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 84 | Disposal of excavated earth |
| 85 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. |
| 86 | H.p stone filling |
| 87 | Part B -II- Repair And Strenghthing (Retrofitting) Of Damaged & Protection Workes of 02 No.Staff Quarter at IPS-1st) |
| 88 | Centering and shuttering including propping i/e, providing and fixing of wooden ballies for safety of workers/work and removal of form for all heights for |
| 89 | Suspended floors, roofs, landings, balconies and access platform complete as per direction at work site, (plan are to be measured) (Ref. A.O.R based on D.S.R 2023 (modified rate) |
| 90 | C/s for staff quarter 02 nos |
| 91 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. sqm 338.25 Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. (Ref. A.O.R based on. DSR-2023 ) |
| 92 | P/f double staff quarter |
| 93 | CHIPPING OR Dismantling old plaster for Retrofitting work as per marked the height and width of seismic belt as shown in approved drawing at lintel/sill level and splint at window /door /james / corner /junction/ on the masonary wall and cutting the same by stone cutter m/c to rquire the depdth of cement plaster in any cement /lime, sand ratio, as directed by CSIR, CBRI Roorkee-DMMC-UCMCA Dehradun vide GS Nos-2 including disposal of rubbish to the dumping ground within 50 meters lead and excluding the cost of scaffolding |
| 94 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 95 | Raking out joints in Retrofitting area as per marked the height and width of seismic belt as shown in approved drawing at lintel / sill level at window / door / james / corner / junction on the masonry wall and cutting the same by stone cutter m/c to require the depdth of cement plaster in any cement / lime, sand ratio, for reinforced micro cement concrete plastering including disposal of rubbish to the dumping ground within 50 meters lead. and cleaning the same exposed surface of sticking material including loose and foreign material by water jet followed by spraying machine including electric charge as directed by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS Nos-----------4 and 6 but, excluding the cost of scaffolding for 02 Nos.Staff Quarter |
| 96 | Demolishing cement concrete from marked Retrofitting area in the bottom of vertical door/windows/corner, james below the plinth level manually/by machanical means including disposal of material within 50 meters lead aas directed by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS nos-3 |
| 97 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) for 02 Nos.Staff quarter |
| 98 | 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) for Retrofitting work i.e. splint at Doors/Windows, James, corners and junctions of brick masonary wall below the plinth level, in floor/apron at work site as per structural drawing, specification and direction approved by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 99 | All kinds of soil |
| 100 | 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 Engineer-in-charge, beyond 50m initial lead, for all leads including all lifts involved. |
| 101 | Disposal of Rubish |
| 102 | Drilling suitable holes in brick masonry wall for Retrofitting work with power driven drill machine to a minimum depth of 100mm upto 200mm and blowing compressed air for cleaning the same drilled hole in marked Retrofitting area i.e. in the height and width of seismic belt at lintel/sill level and splint at doors/windows, james, corners and junctions of Brick masonry wall, including fixing the 8mm dia bars (L shape shear keys) in position in URB masonry wall by using epoxy resin anchor grout of approved make but excluding the cost of reinforcement and scaffolding, all complete as per structural drawing, specification and direction approved by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS Nos-5 |
| 103 | 100 mm depth Upto200mm and including 10mm dia. |
| 104 | Drilling suitable holes in brick- 23cms width masonry wall for Retrofitting work with power driven drill machine and blowing compressed air for cleaning the same drilled hole in marked Retrofitting area on brick masonry wall, including fixing the 8mm dia bars (L shape shear keys) in position in URB masonry wall by using epoxy resin anchor grout of approved make but excluding the cost of reinforcement and scaffolding, all complete as per structural drawing, specification and direction approved by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS Nos-5 for item 09 & 10 |
| 105 | Upto and including 10mm dia. |
| 106 | for sill& door level horizontal |
| 107 | Steel reinforcement binding with welded wire mesh (wwm) for micro cement concrete plaster work in the height and width of seismic belt at lintel/sill level and splint at Doors/windows, James, corners and Junctions of Brick Masonry wall, as per structural drawing, specification and direction approve by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS Nos-7 and 9 including straightening, cutting, bending, placing in position and binding but excluding the cost of welded wire mesh (w.w.m), all complete above plinth level. |
| 108 | Mild steel and Medium Tensile steel bars |
| 109 | Steel reinforcement welded wire mesh (wwm) binding with mild steel and medium Tensile Steel bars for micro cement concrete plaster work in the height and width of seismic belt at lintel/sill level and splint at Doors/windows, James, corners and Junctions of Brick Masonry wall, as per structural drawing, specification and direction approve by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS Nos-7 and 9 including straightening, cutting, bending, placing in position and binding but excluding the cost of Mild steel and medium tensile bars, all complete plinth level. |
| 110 | Hard drawn steel wire fabric/welded wire fabric/welded wire mesh (w.w.m.) 10 gauge size 2.50 cm c/c (main wire) and 7.50 cm c/c (distribution wire) @ 3.52 kg/m2 |
| 111 | Providing and laying in position specified grade of reinforced cement concrete for Retrofitting work i.e. splint at Doors/windows, James, corners and Junctions of Brick Masonry wall, as per structural drawing, specification and direction approve by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS Nos-10, excluding the cost of centering, shuttering, finishing and reinsorcement - All work up to plinth level |
| 112 | 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size) of Retrofitting work for grouting the reinforcement with welded wiremesh 10 guage and U shape 10mm dia bars below plinth level. |
| 113 | same as in item no 42 but height 30 cms |
| 114 | Providing, mixing and applying bonding coat of approved adhesive on raking out joints of brick masonry of chipped/dismantled old plaster/reinforced wwm-micro cement concrete plaster for Retrofitting work as per specification and direction of CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS Nos-6, 12, 14 and 16. |
| 115 | SBR Polymer (Stradyne Butadyne Rubber) (@10% of cement weight) modified cementitious bond coat @2.2 kg cement per sqm of surface area mixed with specified proportion of approve polymer |
| 116 | 15mm thick Reinforced micro cement concrete plaster on wall of mix 1:3:1.5 (1 cement : 3 coarse sand : 1.5 graded micro concrete upto 6mm nominal size) for Retrofitting work over reinforced wwm fixed on wall, of brick masonry as per structural drawing, specification and direction approved by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS nos-13 and 15 excluding cost of scaffolding & reinforcement |
| 117 | Ist Layer of 15mm thick micro cement plaster |
| 118 | 15mm thick Reinforced micro cement concrete plaster in Raised band for Retrofitting work of mix 1:3:1.5 (1 cement : 3 coarse sand : 1.5 graded micro stone aggregate 6mm nominal size) in the height and width of Seismic belt at lintel /sill level and splint at Doors/windows, james, corners and junctions of Brick masonry wall, as per structural drawing, specification and direction approved by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS nos-13 and 15 and excluding cost of scaffolding & reinforcement |
| 119 | Raised Plaster |
| 120 | 2nd Layer of 15mm micro |
| 121 | 12mm thick Reinforced micro cement concrete plaster in Raised band for Retrofitting work of brick masonry wall mix 1:3:1.5 (1 cement : 3 coarse sand : 1.5 graded micro stone aggregate 6mm nominal size) in the height and width of seismic belt at lintel/sill level and splint at Doors/windows, James, corners and Junctions of Brick Masonry wall, as per structural drawing, specification and direction approve by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS nos-11 and excluding cost of scaffolding and reinforcement |
| 122 | Raised Band |
| 123 | Same as in item no.. 20/26.31.1 of B |
| 124 | 6mm thick coat of wet curing on marked Retrofitting area of reinforced micro cement concrete plaster with white cement based polymer modified self curing mortar of approved make/specification, by keeping it continuosly wet for a minimum period of 7 days as directed by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS nos-18 and excluding the cost of extra for removing burrs, cleaning with wire burshes and scaffolding |
| 125 | Wet Curing |
| 126 | Demolishing brick work and manually/ straightening by mechanical reinforcement from means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 127 | In cement Mortar |
| 128 | Dismentaling of B/W for staff qutrs. RHS side |
| 129 | 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 130 | C.C 1:3:8 for foundation |
| 131 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 132 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 133 | C/C for beamin RHS staff qtr. Tei beam long wall |
| 134 | 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 |
| 135 | R.C.C 1:1.5:3 in beam |
| 136 | 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: |
| 137 | Cement mortar 1:6 (1 cement : 6 coarse sand) B/W in S/S In 1:6 |
| 138 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. |
| 139 | P/F glass strips 40 mmx4mm thick |
| 140 | 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. |
| 141 | 40 mm thick with 20 mm nominal size stone aggregate |
| 142 | 12 mm cement plaster finished with a floating coat of neat cement of mix |
| 143 | 1:3 (1 cement: 3 fine sand) |
| 144 | 12mm thick cement plaster inceilling in 1:3 |
| 145 | 12 mm cement plaster of mix |
| 146 | 1:6 (1 cement: 6 fine sand) |
| 147 | 12mm cement plaster in 1:6 in side the wall |
| 148 | 15 mm cement plaster on the rough side of single or half brick wall of mix |
| 149 | 1:4(1 cement: 4 fine sand) |
| 150 | 15 mm cement plaster in 1:4 outer side with WPS on wall |
| 151 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 152 | one coat of birala putty on walls |
| 153 | Colour washing such as green, blue or buff to give an even shade |
| 154 | New work (two or more coats) with a base coat of white washing with lime |
| 155 | Tow or more coat of colour wash |
| 156 | Colour washing such as green, blue or buff to give an even shade |
| 157 | New work (two or more coats) with a base coat of white washing with lime |
| 158 | Tow or more coat of smocem outer side |
| 159 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade |
| 160 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 161 | Painting on doors & windows |
| 162 | Providing and laying cement concrete in retaining walls, return walls, walls thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: |
| 163 | 1:1.5:3 (1 cement : 1 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 164 | P.C.C 1:1.5:3 on roof |
| 165 | 6 mm cement plaster of mix : |
| 166 | 1:3 (1 cement : 3 fine sand) |
| 167 | 6 mm cement plaster in 1:3 over P.C.C or roof |
| 168 | U-PVC pipes (working pressure 4 kg / cm2) Single socketed pipe 110 mm dia |
| 169 | P/F P.V.C Pipe 100mm dia |
| 170 | P/F P.V.C door bend 100mm dia |
| 171 | Part B -III- Repair And Strenghthing (Retrofitting) Of Damaged & Protection Workes For Pump House at IPS-1st) |
| 172 | Centering and shuttering including propping i/e, providing and fixing of wooden ballies for safety of workers/work and removal of form for all heights for:- |
| 173 | ITEM OF WORK: Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. sqm 338.25 Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done |
| 174 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 175 | Chipping OR Dismantling old plaster for Retrofitting work as per marked the height and width of seismic belt as shown in approved drawing at lintel/sill level and splint at window /door /james / corner /junction/ on the masonary wall and cutting the same by stone cutter |
| 176 | Raking out joints in Retrofitting area as per marked the height and width of seismic belt as shown in approved drawing at lintel / sill level at window / door / james / corner / junction on the masonry wall and cutting the same by stone cutter m/c to require the depdth of cement plaster in any cement / lime, sand ratio, for reinforced micro cement concrete plastering including disposal of rubbish to the dumping ground within 50 meters lead. and cleaning the same exposed surface of sticking material including loose and foreign material by water jet followed by spraying machine including electric charge as directed by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun. |
| 177 | Demolishing cement concrete from marked Retrofitting area in the bottom of vertical door/windows/corner, james below the plinth level manually/by machanical means including disposal of material within 50 meters lead aas directed by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS nos-3 |
| 178 | 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) for Retrofitting work i.e. splint at Doors/Windows, James, corners and junctions of brick masonary wall below the plinth level, in floor/apron at work site as per structural drawing, specification and direction approved by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 179 | 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 Engineer-in-charge, beyond 50m initial lead, for all leads including all lifts involved. |
| 180 | Drilling suitable holes in brick masonry wall for Retrofitting work with power driven drill machine to a minimum depth of 100mm upto 200mm and blowing compressed air for cleaning the same drilled hole in marked Retrofitting area i.e. in the height and width of seismic belt at lintel/sill level and splint at doors/windows, james, corners and junctions of Brick masonry wall, including fixing the 8mm dia bars (L shape shear keys) in position in URB masonry wall by using epoxy resin anchor grout of approved make but excluding the cost of reinforcement and scaffolding, all complete as per structural drawing, specification and direction approved by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS Nos-5. |
| 181 | Drilling hole for ancher bolts upto height 3.00 m@30 cms |
| 182 | Drilling suitable holes in brick masonry wall for Retrofitting work with power driven drill machine to a minimum depth of 100mm upto 200mm and blowing compressed air for cleaning the same drilled hole in marked Retrofitting area i.e. in the height and width of seismic belt at lintel/sill level and splint at doors/windows, james, corners and junctions of Brick masonry wall, including fixing the 8mm dia bars (L shape shear keys) in position in URB masonry wall by using epoxy resin anchor grout of approved make but excluding the cost of reinforcement and scaffolding, all complete as per structural drawing, specification and direction approved by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS Nos-5. |
| 183 | Steel reinforcement (Shearpins) binding with welded wire mesh (wwm) for micro cement concrete plaster work in the height and width of seismic belt at lintel/sill level and splint at Doors/windows, James, corners and Junctions of Brick Masonry wall, as per structural drawing, specification and direction approve by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS Nos-7 and 9 including straightening, cutting, bending, placing in position and binding but excluding the cost of welded wire mesh (w.w.m), all complete above plinth level. |
| 184 | Steel reinforcement welded wire mesh (wwm) binding with mild steel and medium Tensile Steel bars for micro cement concrete plaster work in the height and width of seismic belt at lintel/sill level and splint at Doors/windows, James, corners and Junctions of Brick Masonry wall, as per structural drawing, specification and direction approve by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS Nos-7 and 9 including straightening, cutting, bending, placing in position and binding but excluding the cost of Mild steel and medium tensile bars, all complete plinth level. |
| 185 | Applying priming priming coat: With ready mixed red oxide zinc rich chromate primer of approved brand and manufacture on welded wiremesh and steel reinforcement in Retrofitting area i.e. in the hieght and width of seismic belt at lintel/sill level and splint at Doors/windows, James, corners and Junctions of Brick Masonry wall, as per structural drawing, specification and direction approve by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS Nos-8 |
| 186 | Providing, mixing and applying bonding coat of approved adhesive on raking out joints of brick masonry of chipped/dismantled old plaster/reinforced wwm-micro cement concrete plaster for Retrofitting work as per specification and direction of CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS Nos-6, 12, 14 and 16. |
| 187 | SBR Polymer (Stradyne Butadyne Rubber) (@10% of cement weight) modified cementitious bond coat @2.2 kg cement per sqm of surface area mixed with specified proportion of approve polymer |
| 188 | 15mm thick Reinforced micro cement concrete plaster on wall of mix 1:3:1.5 (1 cement : 3 coarse sand : 1.5 graded micro concrete upto 6mm nominal size) for Retrofitting work over reinforced wwm fixed on wall, of brick masonry as per structural drawing, specification and direction approved by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS nos-13 and 15 excluding cost of scaffolding & reinforcement |
| 189 | item layer of 15 mm thick micro |
| 190 | 15mm thick Reinforced micro cement concrete plaster in Raised band for Retrofitting work of mix 1:3:1.5 (1 cement : 3 coarse sand : 1.5 graded micro stone aggregate 6mm nominal size) in the height and width of Seismic belt at lintel /sill level and splint at Doors/windows, james, corners and junctions of Brick masonry wall, as per structural drawing, specification and direction approved by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS nos-13 and 15 and excluding cost of scaffolding & reinforcement |
| 191 | Raise Plaster |
| 192 | 12mm thick Reinforced micro cement concrete plaster in Raised band for Retrofitting work of brick masonry wall mix 1:3:1.5 (1 cement : 3 coarse sand : 1.5 graded micro stone aggregate 6mm nominal size) in the height and width of seismic belt at lintel/sill level and splint at Doors/windows, James, corners and Junctions of Brick Masonry wall, as per structural drawing, specification and direction approve by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS nos-11 and excluding cost of scaffolding and reinforcement |
| 193 | Raised Plaster |
| 194 | 12 mm micro |
| 195 | 6mm thick coat of wet curing on marked Retrofitting area of reinforced micro cement concrete plaster with white cement based polymer modified self curing mortar of approved make/specification, by keeping it continuosly wet for a minimum period of 7 days as directed by CSIR, CBRI ROORKEE-DMMC-UCMCA Dehradun vide GS nos-18 and excluding the cost of extra for removing burrs, cleaning with wire burshes and scaffolding |
| 196 | wef curing |
| 197 | 12 mm cement plaster finished with a floating coat of neat cement of mix |
| 198 | 1:3 (1 cement: 3 fine sand) |
| 199 | 12mm thick cement plaster inceilling in 1:3 |
| 200 | 12 mm cement plaster of mix |
| 201 | 1:6 (1 cement: 6 fine sand) |
| 202 | 12mm thick cement plaster in 1:4 on inside the wall |
| 203 | 15 mm cement plaster on the rough side of single or half brick wall of mix |
| 204 | 1:4(1 cement: 4 fine sand) |
| 205 | 15 mm thick cement plaster in 1:4 on outer side wall |
| 206 | U-PVC pipes (working pressure 4 kg / cm2) Single socketed pipe 110 mm dia |
| 207 | P/F 110 mm Dia P.V.C.Pipe |
| 208 | P/F P.V.C door bend 110mm dia |
| 209 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 210 | Colour washing such as green, blue or buff to give an even shade |
| 211 | New work (two or more coats) with a base coat of white washing with lime |
| 212 | Tow or more coat of colour wash Inside wall+Ceilling |
| 213 | Colour washing such as green, blue or buff to give an even shade |
| 214 | New work (two or more coats) with a base coat of white washing with lime |
| 215 | Tow or more coat of smocem outer wall |
| 216 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade |
| 217 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 218 | Painting on doors & windows |
| 219 | Table: Environmental and social Budget. |
| 220 | Environmental and Safety Measures in Design & Construction |
| 221 | Environment Monitoring (Pre-construction Stage) |
| 222 | Ambient Air Quality (PM2.5, PM10, SOX, NOX, CO) |
| 223 | Surface Water quality (IS 2294) |
| 224 | Noise Levels (Day time and night time noise level (max, min & Leq levels) |
| 225 | Environment Monitoring (Construction Stage) |
| 226 | Ambient Air Quality (PM2.5, PM10, SOX, NOX, CO) |
| 227 | Surface Water quality (IS 2294) |
| 228 | Noise Levels (Day time and night time noise level (max, min &Leq levels) |
| 229 | Water Sprinkling to suppress dust |
| 230 | Provision of Mobile Toilets at Work Site including maintenance till Construction Period |
| 231 | (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 |
| 232 | (ii) Maintenance: Daily cleaning twice a day by engaging one permanent helper |
| 233 | (iii) Painting at every six months |
| 234 | Environmental Protection, Safety, IEC and Social & Environmental Trainings |
| 235 | ESMP and OHS Training at site (1 day) |
| 236 | Labour Laws Training at site (1 day) |
| 237 | Training on sensitization on Gender issues including SEA/SH Provisions |
| 238 | GRC meeting / stakeholder meeting |
| 239 | Community Meetings/Public Consultations & Community Health and Safety Training |
| 240 | Awareness Training for HIV/AIDS and other STDs |
| 241 | Project Information boards as per as per direction of Engineering Encharge |
| 242 | Potable water quality Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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