Tender For special Repair To Sewage Line In Bldg No P-16 To P-14 And Provn Of 01 X Toilet Block (Male & Female) For Offrs Patient In Blood Bank (Bldg No P-63) Under Ge Dinjan
Tender Value
38.50 Lakhs
Estimated cost
Bid Submission
21 Jul 2026
11 days left
EMD
77000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tinsukia → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special Repair To Sewage Line In Bldg No P-16 To P-14 And Provn Of 01 X Toilet Block (Male & Female) For Offrs Patient In Blood Bank (Bldg No P-63) Under Ge Dinjan
BOQ
| Sl. No. | Item Description |
| 1 | Excavating over area n.exc 1.5 m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and as directed. |
| 2 | Excavating over area exc 1.5 m and n.exc 3 m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and as directed. |
| 3 | Excavating in trenches n.exc 1.5 m wide and exc 1.5 m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and as directed. |
| 4 | Returning, filling in, including spreading levelling, watering and well ramming in layers n exc 25 cm in soft/loose soil complete all as specified and as directed. |
| 5 | Removing Excavated material not exceeding 500M and n.exc 1.5 Km and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and as directed. |
| 6 | Demolition of cement concrete in ground floors and paving not exceeding 15cm thickness(below or above GL) complete all as specified and directed by Engineer in charge. |
| 7 | M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) pavings as in foundation, filling and mass concrete complete all as specified and as directed. |
| 8 | M&L Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry 1:4 in floors with white cement and pigment complete all as specified and as directed. |
| 9 | Demolition of brick work in cement mortar or cement lime mortar complete all as specified and directed. |
| 10 | M&L for brickwork with subclass 'B' bricks, straight or curved on plan exc 6m mean radius, built in cement mortor 1:4 etc. complete all as specified and directe. |
| 11 | M & L brick work with sub class -B bricks, straight or curved on plan to any radius in half brick thick wall built in CM 1:4. all as specified and directed |
| 12 | M&L for Providing, cement concrete 1:2:4 B0 (12.5 mm graded aggregate) in roof kerbs or mud stops, rounded or chamfered on edges, copings etc complete all as specified and directed |
| 13 | M&L for rendering 15 mm thick in two layers on fair faces of external wall of brick work or stone surfaces in two layers (10 mm and 5 mm thick) in cement Mortar in 1:4 incl mixing of water proofing compound in top layer (Water Proofing Compound measured separately) and finished even and smooth (without using cement) complete all as specified and directed. |
| 14 | Supply only Liquid water proofing compound for external wall plastering (for 5 mm thick plastering) complete all as specified and directed |
| 15 | M&L for Reinforced cement concrete (Nominal Mix) type B1 1:2:4 (20 mm graded aggregare) in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. |
| 16 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finished flat surface of concrete complete all as specified and as directed. |
| 17 | Demolation of cement concrete (reinforced) of any description and in any position not otherwise specially porvided etc. complete all as specified and directed. |
| 18 | M&L for Providing precast cement concrete manhole covers, Type B1 1:2:4 (20 mm graded aggregate) set in cement mortar 1:6 complete all as specified and as directed |
| 19 | M&L for Mild steel TMT bars 10 mm dia and over ,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed. |
| 20 | M&L for Mild steel TMT bars 6mm to 8mm dia ,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed. |
| 21 | M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clipscomplete all as specified and as directed |
| 22 | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions etc rough finished flat surface of concrete complete all as specified and as directed. |
| 23 | M&L for Reinforced cement concrete (Nominal Mix) type B1 1:2:4 (20 mm graded aggregare) as in Columns, pillars, piers, posts and struts complete all as specified and as directed. |
| 24 | M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc rough finished flat surface of concrete complete all as specified and as directed. |
| 25 | M&L for Reinforced cement concrete (Nominal Mix) type B1 1:2:4 (20 mm graded aggregare) in Beams, cantilevers, bressumm ers, lintels over 1.5m span complete all as specified and as directed. |
| 26 | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed. |
| 27 | M&L for cutting into existing manholes for connecting new drain, making good to pipe rendering, cutting out existing benching for and forming branch channel(1/2 round and 3/4 secton) in cement concrete (1:2:4) type B-1 smooth finished and reforming bencing as required for 100/110mm dia complete all as specified and directed. |
| 28 | M&L for cutting into existing manholes for connecting new drain, making good to pipe rendering, cutting out existing benching for and forming branch channel(1/2 round and 3/4 secton) in cement concrete (1:2:4) type B-1 smooth finished and reforming bencing as required for 150 mm dia complete all as specified and directed. |
| 29 | M&L for cutting into existing manholes for connecting new drain, making good to pipe rendering, cutting out existing benching for and forming branch channel(1/2 round and 3/4 secton) in cement concrete (1:2:4) type B-1 smooth finished and reforming bencing as required for 200/225 mm dia complete all as specified and directed. |
| 30 | Demolition and breaking up of drain pipes (salt glazed ware or AC or reinforced cement concrete) set in cement mortar of 150/200mm dia complete all as specified and as directed by the Engineer-in-Charge |
| 31 | Dismantling of cast iron or AC drain pipe/ PVC pipe/SGSW jointed in cement mortar of size 110mm bore complete all as specified and directed. |
| 32 | Dismantling of cast iron or AC drain pipe/ PVC pipe /SGSWjointed in cement mortar of size 75mm bore complete all as specified and directed. |
| 33 | S&F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed. |
| 34 | S&F 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed. |
| 35 | S&F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed on walls complete all as specified and directed. |
| 36 | S&F 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed on walls complete all as specified and directed. |
| 37 | S&F for (SWR) junction single(single T)equal provided with access door 75mm bore all as specified and as directed. |
| 38 | S&F for (SWR) junction single(single T)equal provided with access door but of 110mm bore all as specified and as directed. |
| 39 | S&F 75 mm bore PVC (SWR) bends any radius complete all as specified and directed. |
| 40 | S&F 110 mm bore PVC (SWR) bends any radius complete all as specified and directed. |
| 41 | S&F for 75 mm bore PVC (SWR) vent cowl complete all as specified and as directed |
| 42 | S&F for 110 mm bore PVC (SWR) vent cowl complete all as specified and as directed |
| 43 | M&L for cement concrete 1:4:8 type D-2 bed to 110 mm bore drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in complete all as specified and as directed. |
| 44 | M&L for hard core of broken stones of guage not exceeding 63 mm deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 45 | M&L of loose filling with aggregate of guage 80 to 150 mm deposited, spread and levelled in Soakage pits , Soakage wells complete all as specified and as directed. |
| 46 | M&L for Reinforced concrete pipes 150 mm dia class NP2 laid and jointed complete with collars complete all as specified and directed. |
| 47 | M&L for cement concrete C-2 (1:3:6) for 150mm pipe bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in complete all as specified and directed. |
| 48 | M&L for Reinforced concrete pipes 200 mm dia class NP2 laid and jointed complete with collars complete all as specified and directed. |
| 49 | M&L for cement concrete C-2 (1:3:6) for 200mm pipe bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in complete all as specified and directed. |
| 50 | Taking out liquid/solid content from manhole/sump/septic tank and sewage lines either manually or by pumping cleaning thoroughly including disposal of liquid/solid content out of the Cantt Area and covering with layer of earth and spreading lime complete all as specified and directed. |
| 51 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter of flat rough finished surfaces of concrete complete all as specified and as directed. |
| 52 | M&L for Reinforced cement concrete (Nominal Mix) type B1 1:2:4 (20 mm graded aggregare) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass complete all as specified and as directed. |
| 53 | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions etc rough finished flat surface of concrete complete all as specified and as directed. |
| 54 | M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc rough finished flat surface of concrete complete all as specified and as directed. |
| 55 | Use and waster formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finished flat surface of concrete complete all as specified and as directed. |
| 56 | M&L for 40 mm thick Damp proof course to horizontal or vertical surfaces including necessary formwork in cement concrete 1:2:4, type B-0 incl mixing of LWC as per manufacturers instructions complete all as specified and as directed. |
| 57 | M&L for rendering 15 mm thick internal wall on fair faces of brick work or concrete surfaces in cement Mortar in 1:6 and finished even and smooth (without using extra lime or cement)complete all as specified and directed. |
| 58 | M&L for rendering 5 mm thick on ceiling in cement mortar 1:3 finished even & smooth without using extra cement complete all as specified and directed |
| 59 | M&L for hardcore of broken stone or boulders guage n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 60 | M&L for 40 mm thick Cement concrete type B-0, 1:2:4 (12.5mm graded aggregate) in sub base finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed |
| 61 | M&L for Non-skid coloured ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and incl 15 mm thick screed bed or bedding layer of cement mortar in 1:6 for laying floor finishes complete all as specified and as directed |
| 62 | M&L for Coloured Glazed ceramic tiles in vertical surface of size 450X 350X 7 mm thick over 10 mm thick back coat of cement mortar in 1:4 set and jointed in neat cement slurry and pointed in white or colour cement to match over and incl complete all as specified and as directed. |
| 63 | M&L for preparation of newly plastered surfaces of external walls and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and as directed. |
| 64 | M&L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and as directed. |
| 65 | M&L for preparation of new plastered surfaces of ceiling and applying three coats of white wash complete all as specified and as directed. |
| 66 | M&L for cement concrete 75mm thick 1:2:4 type B-2 using 40mm graded stone aggregate as in pathways/hardstanding laid in alternate ways, each panel not exceeding 3.00 Sqm finished the surface even and fair without using extra cement and joint to be filled with Bituminous mastic filling including necessary form work complete all as specified and directed. |
| 67 | Supply Hoisting and Fixing of rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) of capacity 500 ltrs hoisted and fixed in position specified in SSR Part I complete all as specified and as directed. |
| 68 | S&F for 20 mm bore, Ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed complete all as specified and as directed. |
| 69 | S&F for Factory made Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing in SSR Part II 2010 complete all as specified and as directed |
| 70 | S&F for Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing in SSR Part II 2010 complete all as specified and as directed |
| 71 | S&F 75 mm long Butt hinges, medium weight, cold rolled mild steel fixed to Chowkats complete all as specified and directed |
| 72 | S&F Aluminium Handle 100 mm long cast type, anodised extruded fabricated type complete all as specified and as directed. |
| 73 | S&F Aluminium anodised barrel tower bolts of extruded section 100 mm long complete all as specified and directed. |
| 74 | S&F for 75 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed |
| 75 | S&F steel tubes, galvanised,15mm bore medium grade with all fitting and fixed complete to walls and ceilings or laid in floors etc complete all as specified and as directed. |
| 76 | S&F steel tubes, galvanised,20mm bore medium grade with all fitting and fixed complete to walls and ceilings or laid in floors etc complete all as specified and as directed. |
| 77 | S&F for vitreous China wash down water closet pan (pedestal pattern)with seat cover white with \\"P\\" or \\"S \\" trap, including and flushing pipe etc complete all as specified (excluding fixing bolts, flushing cistern and flush pipe). |
| 78 | S&F for Plastic water closet seat, white closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device |
| 79 | S&F for PVC low level flushing cistern 10 litre capacity, valveless, symphonic action type with inlet, ball valve, float and handle incl bracket, PVC conection pipe and flush pipe of polyethylene of low or high density or PVC. 32 mm dia complete all as specified and directed |
| 80 | S&F for PVC connections 15mm size with PTMT nuts of length 600 mm complete all as specified and as directed |
| 81 | M&L PVC (SWR) floor trap 75mm dia, plain with grating including jointing with solvent cement including disconnection of old existing trap, and connected with existing water pipe complete all as specified and directed. |
| 82 | M&L for PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and as directed |
| 83 | S&F for 600mmx450mm bevelled edge mirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and as directed |
| 84 | S&F for Tubular towel rail, 20mm dia, D type, 60cm long Brass Chromium plated between flanges complete all as specified and as directed |
| 85 | S&F in soap dish vitreous china coloured approximate size (160mmx160mmx90mm) complete all as specified and as directed. |
| 86 | S&F in 32 mm Waste coupling of PTMT (half or full threaded) (Minimum weight 32mm45gms) complete all as specified and as directed |
| 87 | S&F for pillar taps of size 15mm bore chromium plated fancy type cast copper alloy, with capstan heads, screwed down high pressure, with or without lettered 'Hot' or cold with long screwed shanks and fly nuts screwed for iron pipe complete all as specified and as directed. |
| 88 | S&F for bib taps fancy type CP with crutch or butterfly handle screwed down, screwed for iron pipe or for brass ferule and fixed of size 15mm bore as in repair complete all as specified and as directed. |
| 89 | S&F for Vitreous China bowl urinal flat back, size of 465 x 355 x 265 mm white (minimum), including providing and fixing plugs, bedding urinal against wall in cement mortar :2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement; fixing automatic flushing cistern with brackets, flush pipe, grating and Union for discharge pipe. (Exclusive of fixing supply pipe to flushing cistern, trap and waste pipe) with grating and union for discharge pipe (excluding flushing cistern, flush pipe and waste pipe) complete all as specified and as directed. |
| 90 | S&F for Vitreous China squatting plate urinal, white (excluding flushing cistern,flush pipe and waste pipe) urinal china squatting plate urinal(for fixing) and complete all as specified and as directed. |
| 91 | S&F for 15mm bore stop valves (concealed type), cast copper alloy fancy type chromium plated, long sunk and cup, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed. |
| 92 | S&F for Anodised aluminium ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.) complete all as specified and as directed |
| 93 | S&F for 3 mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified and as directed. |
| 94 | M&L for Providing precast cement concrete manhole covers, Type B1 1:2:4 (20 mm graded aggregate) set in cement mortar 1:4 complete all as specified and as directed |
| 95 | M&L for Granite (of any type) work (table rubbled and polished) in steps, Jambs, Pillars, window-cills, cooking platforms and like in cement mortar (1:6) including pointing &20mm thick bedding in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed |
| 96 | S&F Counter top WHB vitreous china oval type coloured with brackets fitted on granite counter top Size: 560x400x205mm. Cera Cate No : S2030103 complete all as specified and as directed |
| 97 | S&F health faucet hose and hook all as specified and directed complete all as specified and as directed.Make : Cera (Cat Part No T-9937A1) or equivalent to make as specified in PS. |
| 98 | S&F 15mm dia Angle Stop Cock with wall flange all as specified and directed. complete all as specified and as directed.Make : Parryware (Cat Part No G1807A1) or equivalent to make as specified in PS. |
| 99 | S&F Towel Ring all as specified and directed. complete all as specified and as directedMake : Parryware (Cat Part No T6402A1) or equivalent to make as specified in PS. |
| 100 | S&F Corner self all as specified and directed. complete all as specified and as directedMake : Parryware (Cat Part No T6010A1) or equivalent to make as specified in PS. |
| 101 | M&L Water proofing treatment on RCC roof etc. comprising with the following operation complete all as specified and as directed below:- (a) M&L for 15 mm thick cement mortar with WPC in 1:4 over PCC when concrete is green. (b) Applying one coat of cold bituminous primer to the plastered surface @ 0.25 litres per sqm conforming IS-3384. (c) A layer of APP based polymeric membrane membrane 3mm thick (minimum) weighing 3.5 kg per sqm reinforced with polyster non woven fabric (weighing not less than 160 gms/sqm) shall be applied over bituminous primer as specified above. Application of polymeric membrane shall be by torch application. The over lap shall be minimum 100 mm on transverse direction and 75 mm in longitudinal direction. (d) One coat of aluminium paint over APP membrane @0.11Kg/Sqm.Note:- Prior to execution of the APP Membrane works, leak proof test shall be done by ponding water on roof slab to minimum depth of 25 mm. The entire roof slab shall be flooded with water for 48 hours. The necessary barrier shall be made to make feasible to stagnate water for 48 hours on roof slab. Please Enable Macros to View BoQ information |
| 102 | M&L Water proofing treatment on RCC roof etc. comprising with the following operation complete all as specified and as directed below:- (a) M&L for 15 mm thick cement mortar with WPC in 1:4 over PCC when concrete is green. (b) Applying one coat of cold bituminous primer to the plastered surface @ 0.25 litres per sqm conforming IS-3384. (c) A layer of APP based polymeric membrane membrane 3mm thick (minimum) weighing 3.5 kg per sqm reinforced with polyster non woven fabric (weighing not less than 160 gms/sqm) shall be applied over bituminous primer as specified above. Application of polymeric membrane shall be by torch application. The over lap shall be minimum 100 mm on transverse direction and 75 mm in longitudinal direction. (d) One coat of aluminium paint over APP membrane @0.11Kg/Sqm.Note:- Prior to execution of the APP Membrane works, leak proof test shall be done by ponding water on roof slab to minimum depth of 25 mm. The entire roof slab shall be flooded with water for 48 hours. The necessary barrier shall be made to make feasible to stagnate water for 48 hours on roof slab. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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