Tender For Provision Of Lbw And Minor Work Under Age B/R-Ii At Mil Stn Yol
Tender Value
47 Lakhs
Estimated cost
Bid Submission
20 Jul 2026
11 days left
EMD
94000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Lbw And Minor Work Under Age B/R-Ii At Mil Stn Yol
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in all kind of soil and disposal of excavated earth lead exceeding 1Km and not exceeding 1.5Km complete all as directed by Engineer-in charge |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth but not exceeding 1.5m in depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m in depth but not exceeding 3m in depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 3m, as directed by Engineer-in charge |
| 4 | Earth work in excavation by mechanical means Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out in all kind of soil excavated soil and disposal of surplus excavated soil, within a lead of 50m complete all as specified and directed. |
| 5 | Removal of surplus any type soil of excavated material exc 250m but n exc. 500m and deposited where directed complete all as directed by Engineer-in charge |
| 6 | Removal of surplus any type soil of excavated material exc 1.5km but n exc. 5 km and deposited where directed complete all as specified. |
| 7 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and as directed.. |
| 8 | PCC 1:3:6 type D-2, using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. |
| 9 | Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. |
| 10 | Reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and directed. |
| 11 | Reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed. |
| 12 | Reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as 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 directed. |
| 13 | Reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in Retaining walls, basement walls, ballast walla & the like; any thickness; above top of footing and the like, complete all as specified and directed. |
| 14 | Formwork to sides of concrete foundations, footing, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter, rough finished surfaces of concrete flat, complete all as specifed and directed. |
| 15 | Form work to sides of pillars, posts, struts, pier, columns, square, rectangular or polygonal rough finished surface of concrete, complete all as specified and directed. |
| 16 | Formwork to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc.; to rough finished surface of concrete flat complete all as specified and as directed. |
| 17 | Formwork to suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping).; to rough finished surface of concrete flat complete all as specified and as directed. |
| 18 | Formwork to Faces of walls, retaining walls, abutments and similar work vertical or to batter with rough finished surfaces of concrete flat complete all as specified and as directed. |
| 19 | Mild steel TMT bars 10mm 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 0.9mm dia or securing with clip, complete all as specified and directed. |
| 20 | All as item No. 19.00 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders. |
| 21 | Brick work with fly ash bricks straight or curve on plan exceeding 6m radius, built in CM 1:6 complete all as specified and directed by Engr-in-Charge |
| 22 | Brick work with fly ash bricks straight or curve on plan to any radius in half brick wall, built in CM 1:6 complete all as specified and directed by Engr-in-Charge |
| 23 | Rendering 15mm thick in cement mortar 1:6 on fair faces of brick walls or on concrete surfaces, finished even and smooth with using using extra cement complete all as specified and as directed. |
| 24 | Rendering 15mm thick in cement mortar 1:4 on other than fair faces of brick walls; finished even and smooth without using extra cement with water proofing compound as per manufactare instruction complete all as specified |
| 25 | Rendering 5mm thick on ceiling concrete surfaces in cement mortar 1:3 finished with even and smooth without using extra cement complete all as specified. |
| 26 | Preparation of newly plastered wall surfaces and applying two coats of oil bound distemper over and including a coat of 2 mm thick wall care putty complete, all as specified and as directed by Engr-in-Charge |
| 27 | M&L for applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50gm/litre and UV resistance as per IS 15489-2004, Alkali & fungal resistance , dirt resistance exterior paint of required shade (Company Depot tinted) with silicon additives @ 1.43/10Sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 Sqm over new surfaces all as specified and as directed by Engr-in-Charge |
| 28 | M & L for preparing new surfaces of ceiling and applying three coats of white wash, complete all as specified and as directed. |
| 29 | M&L for Preparation of new steel and iron surfaces of any description over 10 CM width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engr-in-Charge. |
| 30 | M&L Cement concrete 25mm thick type B-1, 1:2:4 (using 20mm graded crushed stone aggregate) finishing the surface even and smooth Without using extra cement complete all as specified and as directed by Engr-in-Charge. |
| 31 | Virified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles exceeding 0.42 sqm but n exc 1.00 Sqm, in floors etc. set and jointed; including 15mm thick screed bedding layer of cement mortar in CM 1:6, neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed by Engineer in Charge. Note : Grouting the joints of wall tiling using 3mm width spacer and epoxy grout mix of 0.70kg of organic coated filler of desired shade (1.10 kg of hardner and 0.20 kg of resin per kg) including filling/ grouting and finishing etc; complete all as specified and as directed by Engr-in-Charge. |
| 32 | Virified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles exceeding 0.42 sqm but n exc 1.00 Sqm, in skirting etc etc. set and jointed in over and including 10mm thick rendering in cement mortar 1:6 as in vertical surfaces, neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed by Engineer in Charge. Note :Grouting the joints of floor tiling using 3mm width spacer and epoxy grout mix of 0.70kg of organic coated filler of desired shade (1.10 kg of hardner and 0.20 kg of resin per kg) including filling/ grouting anf finishing etc. |
| 33 | Non - skid ceramic joint free 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 including15mm thick screed bedding layer of cement mortar in CM 1:6 neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed by Engineer in Charge. |
| 34 | Granite (of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete over and including screed bed or bedding layer of mortar 15 mm thick for laying floor finishes CM 1:6 complete all as specified and directed by Engineer in Charge. |
| 35 | M&L for 20mm thick Granite (of any type) tiles machine cut, in skirting/dado laid over cement screed and jointed with grey cement slurry, and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete over and includingrendering 10mm thick on fair faces of brick work or concrete surfaces CM 1:4 complete all as specified and directed by Engineer in Charge. |
| 36 | M & L for Glazed ceramic coloured tiles in vertical surface 450X 350X 8mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match as in Skirting, Dados, etc., laid over and including 10mm thick rendering in CM 1:4 complete all as specified and as directed. |
| 37 | 15mm dia bore steel tubing medium grade galvanised with all fittings and fixed complete to walls and ceiling or laid in floors complete all as specified & directed |
| 38 | 20mm dia bore steel tubing medium grade galvanised with all fittings and fixed complete to walls and ceiling or laid in floors/trenches complete all as specified and as directed. |
| 39 | 25mm dia bore steel tubing medium grade galvanised with all fittings and fixed complete to walls and ceiling or laid in floors/trenches complete all as specified and as directed. |
| 40 | M&L for 15mm Bib taps, fancy type chromium plated,screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed by Engineer in Charge. . |
| 41 | M&L for 15 mm bore stop valves, fancy type, chromium plated with long shank and cup ( cast copper alloy, screwed down, high pressure, screwed both ends for iron pipe or for unions and fixed in repair (concealed type) complete all as specified and directed by Engineer in Charge. |
| 42 | S& F PVC (SWR) floor trap, plain with grating including jointing with solvent cement 75 mm dia of outlet complete all as specified and directed by Engineer in Charge. |
| 43 | S&F Soap dish, SS, approximate size 160x 160x90mm, any type, fixed to plugs with chromium plated brass screws complete all as specified and directed by Engineer in Charge. |
| 44 | S&F Sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long complete all as specified and directed by Engineer in Charge. |
| 45 | S&F health faucet (ABS body with 1 metre long easy flex in chrome finish tube and wall hook complete with accessories, complete all as specified and directed by Engineer in Charge. |
| 46 | Single lever Wash Basin centre hole mixer hot & cold complete 15mm dia bore complete all as specified and directed by Engineer in Charge. |
| 47 | Toilet paper holder, SS, complete all as specified and directed by Engineer in Charge. |
| 48 | S& F one piece floor mounted toilet water closet of size (WxPxH) 360 x 675x750 mm white or tinted S trap 300 mm trendy square design slim UF easy close seat cover wash down system dual flush (6/32 ltrs) mechanism with necessary fixing bolts /screws etc. complete all as specified Make Jaguar Cat No OPS-WHT 15853S300UF or equivalent make in Somany , Cera |
| 49 | S&F counter top vitreous china wash basin premiun quality of size 610x 385x 130mm including brackets waste coupling & Pipe of 32 mm dia and fixed with including all connected items complete all as specified and directed by Engineer in Charge. |
| 50 | PVC (SWR) 110mm bore pipes, type \\"B\\" single socketed, in any length with rubber ring joints, fixed to walls, laid in trenches or floor complete all as specified and as directed. |
| 51 | PVC (SWR) 75mm bore pipes, type \\"B\\" single socketed, in any length with rubber ring joints, fixed to walls, laid in trenches or floor complete all as specified and as directed. |
| 52 | PVC (SWR) 110mm bore (dia), Bends any type, with Access Door, etc. and Jointing with Solvent Cement, complete all as specified and as directed. |
| 53 | PVC (SWR) 75mm bore (dia), Bends any type, and Jointing with Solvent Cement, complete all as specified and as directed. |
| 54 | PVC (SWR) 110mm bore (dia), Single T Junction equal or unequal with Access Door, etc. and Jointing with Solvent Cement, complete all as specified and as directed. |
| 55 | PVC (SWR) 75mm bore (dia), Single T Junction equal or unequal with Access Door, etc. and Jointing with Solvent Cement, complete all as specified and as directed. |
| 56 | S&F rotational moulded polyethylene water storage tank (three layer) (cylindrical vertical with closed top) hoisted and fixed in position of 500 liters capacity confirming to IS specification,incl dismantling of water tank complete all as specified and directed. |
| 57 | S&F 20 mm dia ball valves, high pressure of epoxy coated aluminium rod and high density plastic ball complete screwed for iron pipes or brass ferrule and fixed complete all as specified and directed. |
| 58 | S&F 20 mm Gun metal globe valve with iron wheel screwd both ends for iron pipe and fixed complete all as specified and directed. |
| 59 | S&F 25 mm Gun metal globe valve with iron wheel screwd both ends for iron pipe and fixed complete all as specified and directed. |
| 60 | S&F Door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed Aluminium (extruded section) complete all as specified and directed. |
| 61 | S&F Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor Overall length of cover plate 150mm complete all as specified and directed. |
| 62 | M & L for slate tiles locally available best quality fixed on wall with neat cement slurry/paste including rendering 15mm thick cement mortar 1:4 on stone masonary/brick masonary, size and pattern to be laid as ordered by Engineer in Charge. |
| 63 | Venetian blinds (Black out) of required and shade and necessary fitting of Johnson or equivalent Make complete all as per direction of Engr in Charge/GE . |
| 64 | 12 mm thick thick toughned glass shutters with printed formation sign (single Leaf openable type) with diamond polished edge, clear glass including all hardware fittings detailed as under, fixed in position as per manufacturer instructio including following fittings complete. (a) Stainless steel top patch (cat No. EPF - 701) 01 set (b) Stainless steel top pivot (cat No EPF-712) 01 set(c) Stainless steeel bottom patch (Cat No EPF-702) 01 set (d) Glass to wall stainless steel lock (Cat No FH-ECO -842) 01 set (f) Stainless Steel Handle 300mm size (Cat No ESBH-011) 02 Nos for each shutter . Note :- Cat No. mention above for hardware fittinga are of make ENOX, contractor may use similar type hardware fitting of make DORMA/OZONE. Make of glass ATUL/ MODI/ GURD/SAINT GOBAIN/JINDAL/INDAL/HINDAL/WALCO. |
| 65 | S&F 12mm thick toughned best quality fixed type thick glass window with frame of approved make & size including all appropriate fittings/fixtures complete as appoved by Engr in Charge . Make ENOX, contractor may use similar type hardware fitting of make DORMA/OZONE. Make of glass ATUL/MODI/GURD/SAINT GOBAIN /JINDAL /INDAL/ HINDAL/ WALCO. |
| 66 | Powder coated 15 micron anodized aluminium door chowkhat with shutter of approved design complete with all fixing arrangements including providing and fixing door handles, tower bolts, hydraullic door closer and mortice lock, hinges, door stopper including neoprene lining. The member shall made out of extruded aluminium sections comprising of:- a) Shutter vertical member 85.00 x 44.45 x 1.80mm weighing 1.302 Kg/RM. b) Shutter top member 83.5 x 44.45 x 1.70 mm weighing 1.243 Kg/RM. c) Shutter bottom member 114.30 x 44.45 x 1.29mm weighing 1.139 Kg/RM. d) Shutter lock rail 83.5x44.45x1.70mm weighing 1.243 Kg/RM. e) Anodised aluminium handle, fancy type, 350mm long and aluminium tower bolt of size 150mm. (f) 5.50mm thick tinted sheet glass fixed with alumnium beading, silicon lining and gaskets. (g) Aluminium anodised frame of door of section 101.6 x 44.45 x 1.75mm weighing 1.367 Kg/M, with flat iron hold fasts and necessary concrete to fix hold fasts all as directed. Note:- (i) Shutter shall be fixed with heavy floor spring ISI marked and pivot, brass lock with duplicate keys. |
| 67 | Powder coated colour 15 micron anodized aluminium sliding window three track with chowkhat and aluminium grill of approved design complete all as directed with all fixing arrangements (including providing and fixing window handles, tower bolts and provision for fixing lock) including neoprene lining. The member shall made out of extruded aluminium sections comprising of:- (a)Shutter vertical member 47.62 x 45.45 x 1.74mm weighing 0.881 Kg/RM.(b)Shutter top member 47.62 x 44.45 x 1.14mm weighing 0.607 Kg/RM.(c)Shutter bottom member 47.62 x 44.45 x 1.14mm weighing 0.607 Kg/RM.(d) Natural colour 15 micron anodized aluminium anodised frame of chowkhat of section 85.00 x 44.45 x 1.80 mm weighing 1.302 Kg/ RM, with flat iron hold fasts and necessary concrete to fix hold fasts all as directed.(e)including 5.50mm thick tinted glass fixed with alumnium beading, silicon lining and gaskets and stainless steel wire cloth complete . (f) The size of anodised aluminium round handle, fancy type shall be 100mm dia (02 Nos) and anodised aluminium tower bolt of size 100mm (02 Nos). |
| 68 | S&F Wall panelling made of pinewood E1 grade fiberboard of size (128mm with thikness of 16mm) , melamine/teakwood veneer laminated finish , groove perforated L32-2-(2mm grooves @ 32mm centers) , backlined with sound texblack acoustical fleece, tongue -groove edge for a seamless look, 5-test fire retardant grade/ non FR , acoustic NRC 0.65-0.75 (For E300* Mounting) size 128x2440x16mm volume density of base board - 800-830kgs/cum, 10-10.5 Kgs/sqm) (L32), installed by using strut frame work system . Slats to be packed with synthethik PF 10x25 adhered to wall with stick including all the support system of approved make list complete all as specified and as directed by Engr-in-Charge . |
| 69 | Plain cement concrete M-10, nominal mix, type C-1, using 20mm graded mechanically crushed stone aggregate, 50mm thick as in plinth protection etc., surface finished even and smooth without using extra cement and laid to a slope of 1 in 24 in alternate panels n.exc. 1.20 Sqm each, 12mm wide and 5cm deep joints shall be formed between the bays and shall be filled with mastic filling comprising a mixture of one part of heated blown bitumen VG-10 and two parts of heated coarse sand (by volume), complete all as specified and directed. Note:- The unit rate include for use of form work (straight or curved). |
| 70 | Providing, cement concrete 1:2:4 Type B0 (using 12.5mm graded crushed stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. Note:- The unit rate include for use of form work (straight or curved). |
| 71 | Mild steel framed work such as grills, gratings, etc with ends of bars shouldered and/ or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed ballusters walk ways; railings; flat iron for framing grills, framework of water tanks and similar work conforming to Fe.290. Gde-E-165, complete all as specified and directed. |
| 72 | S&F tubular towel rail brass chromium plated, 20mm dia, D type 60 cm long between flanges omplete all as specified and directed. |
| 73 | Supply & fixing Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall with two corrugations side lap, fixed with self tapping screws complete all as specified and directed |
| 74 | Supply & fixing Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 75 | Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed. |
| 76 | S & F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe-410- W(Gde-E-250) quality-B complete all as specified and directed. |
| 77 | Designer false ceiling in 2 to 3 layer at any height by fixing 12 mm thick Gymsum board sheets on frame work of GI sheet section. The Main runners of 22 gauge GI sheet and cross runners of 24 gauge GI sheet must be framed to form a mesh of 50mm x 50 mm c/c . The Gypsum Board must be fixed to the GI frame and joint to be properly filled in with POP paste and paper tape to get a leveled smoth ceiling . Recessing of the Gypsum Board for light fixtures must be done along with extra frame work of GI sheet section to hold the concealed light fixtures etc including two or more coats to give an even shade of plastic paint on ceiling with putty work complete all as specified and directed. . |
| 78 | Demolition of brick/stone work built in cement mortar including all quoins, arches, pillar including coping etc., complete all as specified and directed. |
| 79 | PCC 1:4:8, nominal mix, type D-2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. |
| 80 | PCC 1:3:6, nominal mix, type C-1 using 20mm graded crushed stone aggregate as in sides of path etc, including use of formwork complete all as specified and directed. |
| 81 | PCC 1:3:6, nominal mix, type C-1 using 20mm graded crushed stone aggregate as in sides of path etc, including use of formwork complete all as specified and directed. |
| 82 | PCC 1:3:6, 75mm thick, type C-2 (Using 40mm graded crushed stone aggregate) for sub base of floor, finished the surface even and fair complete all as specified and directed |
| 83 | Chequered cement concrete tiles machine pressed glossy finish of size 30cmx30cmx 25mm thick with grey cement, set jointed & pointed in neat cement slurry mixed with pigment to match the shade of the slab in floors laid over and including 15mm thick screed bed in cement mortar 1:4, complete all as specified and directed. |
| 84 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extras and complete all as specified and directed. |
| 85 | Water proofing treatment over terrace using SHALIURETHANE- BTD OF STP MAKE OR EQUIVALENT as approved by GE, high solid content single component water based liquid applied elastomeric water proofing membrane as ASTMC 836 and ASTMD 6083, thickness of the membrane shall be 1.5mm, having solid content of more than 80% elongation of 500+(-) 50%, laid over reinforcing layer on non woven geo-textile mesh of 40/50, 50 gms, including applying self primer coat by diluting with 1:1 ratio @ 0.2 kg per sqm and surface preparation including 10mm thick rendering in CM 1:4 with WPC complete all as specified and directed. |
| 86 | Damp proof course 40mm thick to horizontal or vertical surfaces, plain cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate including necessary formwork complete all as specified and directed. |
| 87 | ATT Treatment the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. |
| 88 | 600x450 mm bevelled edge mirror of slected quality glass, mounted on 6 mm thick AC building board or commercial plywood and fixed to wooden plug with chromium plated brass screwed and cup washers complete all as specified and directed. |
| 89 | Concrete bed to drain pipe of 150 mm bore including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type D-2 (using 40mm graded crushed stone aggregates) complete all as specified and directed. Note :- Thickness of bed and width of bed shall be provided all as per preamble a (i) & a (ii) on Srl page no 356 of SSR Part-II Rates (2020). |
| 90 | Reinforced concrete pipes, class NP-3, laid & jointed complete with collars, bore of pipe 150mm, complete all as specified & directed. |
| 91 | PCC 1:3:6, type C-I using 20 mm graded cushed stone aggregate as in cement concrete in surface channels and drains including use of form work complete all as specified and directed.. |
| 92 | M&L for preparation of new untreated steel surface exceeding 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified and as directed. |
| 93 | Extra forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulda, mitred/stopped end etc. complete all as specified and as directed. |
| 94 | Add or deduct for each 25mm girth or part thereof over or under 30cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped ends etc complete all as specified and directed. |
| 95 | Galvanised stee wire mesh (weight not lessthan 4kg per sqm) of appropriate aperture, made up into mattresses or cages, lapped, wired and laid in position, including closing after and including filling 20mm to 40mm graded crushed stone aggregate as in back side of weep holes (size of each crate/cage 300mmx300mmx300mm) complete all as specified and directed. |
| 96 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., not exc 1.5m high from base complete all as specified and directed. |
| 97 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 1.5m but not exc 3.0m high from base complete all as specified and directed. Please Enable Macros to View BoQ information |
| 98 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 1.5m but not exc 3.0m high from base complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysJul 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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