Tender For Providing Of Certain Infrastructure In Otm-Ii At Lgj Mil Stn
Tender Value
43.10 Lakhs
Estimated cost
Bid Submission
29 Oct 2026
13 days left
EMD
86200
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganganagar → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of Certain Infrastructure In Otm-Ii At Lgj Mil Stn
BOQ
| Sl. No. | Item Description |
| 1 | Surface dressing n.exc 15 cm deep in hard/dense soil etc complete all specified and directed by Engineer-in-Charge. |
| 2 | Excavation in trenches n.exc. 1.5 m wide and n.exc. 1.5m in depth and getting out in soft/loose soil complete all specified and directed by Engineer-in-Charge. |
| 3 | All as per item No 2.00 above but exc 1.5 mtr and n.exc 3.0 mtr complete all specified and directed by Engineer-in-Charge. |
| 4 | M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate in foundation, filling & mass concrete complete all specified and directed by Engineer-in-Charge. |
| 5 | M&L for Formwork to sides of concrete foundations, footings , bases of concrete foundations, bases of columns, raft and raft beams, sides and soffits (if any) for rough finished surfaces complete all specified and directed by Engineer-in-Charge. |
| 6 | M&L for formwork to sides of pillars, columns etc; rough finish surface of concrete square, rectangular or polygonal complete all specified and directed by Engineer-in-Charge. |
| 7 | M&L for formwork to sides and soffits of floor or roof beams, beam hunchings, girders, bressummers, lintels, cantilevers, etc. also splays between floors and beams, etc. rough finish surface of concrete flat complete all specified and directed by Engineer-in-Charge. |
| 8 | M&L for formwork to chajjas, troughts and similar items including edges rough finish surface of concrete flat complete all specified and directed by Engineer-in-Charge. |
| 9 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exc 200 mm thick (horizontal or sloping) rough finish surface of concrete flat complete all specified and directed by Engineer-in-Charge. |
| 10 | M&L for fromwork to edges of concrete flats, treads breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n.exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10 cm but n.exc 20 cm wide, rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge. |
| 11 | M&L RCC M-25 (Design Mix) using 20mm graded stone aggregrate in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, pillers etc.complete all as specified and directed.Note : Reinforcement shall be measured and paid seperately. |
| 12 | M&L RCC M25 (Design Mix) using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed.Note : Reinforcement shall be measured and paid seperately. |
| 13 | M&L for RCC M-25 (design mix) using 20mm graded stone aggregrate in Chajjas; complete all as specified and as directed by Engineer-in-Charge.Note : Reinforcement shall be measured and paid seperately. |
| 14 | M&L RCC M-25 (Design Mix) using 20mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.Note : Reinforcement shall be measured and paid seperately. |
| 15 | M&L RCC M-25 (Design Mix) using 20mm graded stone aggregate as in slabs supported on wallls , beams and columns in floors , roofs , landings , balconies, canopies, deck slab and in shelves and the like complete all as specified and directed.Note : Reinforcement shall be measured and paid seperately. |
| 16 | S&F for 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 clips complete all as specified and directed. |
| 17 | All as per item No 16 above here-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. |
| 18 | M&L for brickwork with fly ash bricks, old size bricks, straight or curved on plan exc. 6 m mean radius built in cm 1:6 complete all as specified and directed. |
| 19 | Returning, filling in, including spreading levelling including watering & well ramming in layers n. exc 25 cm all complete as specified in soil complete all as specified and directed. |
| 20 | Removing excavated materials n.exc 50 m and depositing where directed at leveln.exc. 1.50 m above the starting point complete all as specified and directed. |
| 21 | Sand filling under floors or in foundations including watering and consolidation complete all specified and directed by Engineer-in-Charge. |
| 22 | M&L for hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc.15cm thick,watered and rammed to a true surface in Broken stone or boulders (15cm compacted thickness) complete all as specified and directed. |
| 23 | M&L for 75mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub-base complete all as specified and directed. |
| 24 | M&L for damp proof course 40 mm thick in Cment concrete 1:2:4 type B-0 to horizontal or vertical surfaces including necessary formwork complete all as specified and directed. |
| 25 | M&L for 75 mm thick PCC, (1:3:6), type C-1, using 20 mm graded crushed stone aggregate as in plinth protection finished even and smooth with using extra cement with & including 10 mm wide, 30 mm deep joints at the rate of 3.00 mtr centre to centre and at every turning & filling the joints with bitumen & sand mixture complete all as specified and as directed by Engineer-in-Charge. |
| 26 | M&L for rendering 15 mm thick on other than fare faces of brick work or concrete surfaces in cement mortar (1:6) including finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 27 | M&L for rendering 15 mm thick on outer faces of brick work or concrete surfaces in cement mortar 1 :4 including finished even and smooth complete all as specified and directed by Engineer-in-Charge. |
| 28 | M&L for rendering 5 mm thick on concrete surface in ceiling surfaces in cement mortar 1:3 complete all as specified and directed by Engineer-in-Charge. |
| 29 | M&L for two coats of acrylic distemper on new plastered surfaces of walls paint over 1.5 to 2.5 mm thick wall care putty over a coat of primer including preparation of surfaces complete all as specified and as directed by Engineer-in-Charge. |
| 30 | M&L for applying two coat of weather proof exterior emulsion paint ( shade as approved by GE) with highlighter of any approved shade, @ 5 sq.m/litre/2 coats by using roller to external walls/RCC surfaces/soffits of chajjas/roof projections/ cantilevers/balcony etc surfaces over wall care putty (thickness very from 1.5 to 2.5 mm as required for desirable smoothness and levelling of surfaces in two or more layers) on newly plastered surfaces of wall including preparation of surface complete all as specified & directed by Engr-in-charge. |
| 31 | M&L for 3 coats of white wash on newly plastered surfaces incl preparation etc. complete on ceiling complete all specified and directed by Engineer-in-Charge. |
| 32 | Material and labour for applying 10mm thick rendering /screed in cement mortar (1:4) including mixing of liquid WPC in mortar @ as per manufacturer instruction per bag of cement of 50kg and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. Note :- WPC shall be measured & paid separately as Supply only under relevant item. |
| 33 | OVERLAY- PU BASED ELASTOMERIC LIQUIED MEMBRANE SYSTEM FOR EXPOSED ROOF : Providing and applying polyurethane liquid roof waterproofing with improved water ponding capability, elastomeric high build liquid membrane for concrete roofs for exterior wall and exposed surface with solid content not less than 80% and solar reflective index not less than 106 as per (ASTM E1980-19)/tear strength ~20 N/mm (Free film, 14 days, +30 degree C) (ASTM D624) and tensile strength >= 2 N/mm2 (ASTM D4541), elongation 350 to 400% as per ASTM D412 and crack bridging ability upto 2mm.(a) After proper surface preparation, Apply one coat of Primer for PU coating as per manufacturers specification.(b) Apply 1st coat of ShaliUrethane® BTD (white) @ 650 gm / m²(minimum) or equivalent by brush / roller while prime surface is tacky, Spread waterproofing reinforced Glass Fiber mash of 45 GSM with overlaps of 50 mm in both directions when the surface is still tacky. Allow 1st coat to dry. (c ) Apply 2nd & 3rd coat of ShaliUrethane® BTD (white) @ 650 gm / m² (minimum) or equivalent by brush/roller. Make : Fosroc/Sika/Choksey/Bostik/STP/ Asian Paints/Berger PaintsNote : (i) The Minimum dry film thickness (DFT) of roof treatment shall be 1.5mm if any shortfall in thickness of above treatment the same shall be achieved by additional coat. (ii) The procurement of material and execution of the work of water proofing treatment shall be carried out by authorised applicator approved by GE.(iii) The manufacturer/authorised applicator shall give a warranty for the performance & durability for 10 years. |
| 34 | Supply only liquid water proofing compound all as specified and directed by Engr-in-Charge. |
| 35 | M&L for Double charge vitrified coloured tiles (approved shade) of size 600mm x 600mm having thickness 8 to 9 mm premium quality having water absorption less than 0.08%, straight edge, stain free, glossy finish, square marbonite, laid as in floor, set and jointed using type-I adhesive (thick bed fixing) confirming to IS-15477:2004 and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, complete all as specified and directed by Engineer-in-Charge. |
| 36 | All as per Item no 35 here in before, on vertical surfaces such as skirtings ,set & jointed in neat and pointed in epoxy grout to match the floor tiles, over & including 10 mm thick screed in cement mortar (1:4) complete all as specified & directed by Engr-in-charge. |
| 37 | M&L for 20 mm thick granite (of any type) work (table rubbed and polished) in steps jambs, pillers, window -cills cooking platforms and like in cement mortal (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, cutting and moulding edges complete all as specified and directed. |
| 38 | S&F Providing and fixing factory made uPVC white colour double shutter (one glazing and one gauzing) openable window area exc. 1.00 Sqm but not exceeding 2.00 sqm each made of extruded profiles with wall thickness of 2.3mm(+-0.2mm) with or without provisioning of opening for cooler. Window profile with hollow section with multi chamber. Frame (60mm x58mm). T profile (One vertical length in between two shutters) (60mm x 74mm). Glazing bead (35mm x 20mm) will be mitered cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc. making arrangement for fixing of hardware, EPDM gasket.1.2 +–0.2mm thick, galvanized steel Frame (28mm x 21.5mm), T profile (27mm x 17 mrn) to be inserted in required profile, frame will be fixed to the wall with 8mm x 100mm long fasteners, including supply and fixing following items :-(a) casement handle made of zinc alloyed (white powder coated)(b) Stainless steel But Hinges - 03 Nos Each shutter (c) transmission gear made of mild steel with multi point locking system. (d) 5mm thick toughenend glass and 0.36mm nominal dia of stainless steel guaging with selected quality mesh complete all as specified & directed by Engineer-in-Charge. |
| 39 | S&F Providing and fixing factory made uPVC white colour openable ventilator window area not exc. 1.00 Sqm each made of extruded profiles with wall thickness of 2.3mm(+-0.2mm). Window profile with hollow section with multi chamber. Frame (60mm x58mm). T profile (Onevertical length in between two shutters) (60mm x 74mm). Glazing bead (35mm x 20mm) will be mitered cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc. making arrangement for fixing of hardware, EPDM gasket.1.2 +–0.2mm thick, galvanized steel Frame (28mm x 21.5mm), T profile (27mm x 17 mrn) to be inserted in required profile, frame will be fixed to the wall with 8mm x 100mm long fasteners, including supply and fixing following items :-(a) casement handle made of zinc alloyed (white powder coated)(b) Stainless steel But Hinges - 03 Nos Each shutter (c) transmission gear made of mild steel with multi point locking system. (d) 5mm thick toughenend frosted glass and 0.36mm nominal dia of stainless steel guaging with selected quality mesh complete all as specified & directed by Engineer-in-Charge. |
| 40 | M&L for framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spiles; framed guard bars; barred iron doors; ladders; framed balusteres; walk ways, railings; framework of water tanks and similar work confirming to Fe. 290, Gde-E-165 with complete all as specified and as directed by Engineer-in-Charge. |
| 41 | M&L for preparation of new steel surface of any description not otherwise described over 10 cm width or girth and apply two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge. |
| 42 | S&F powder coated aluminium frame for doors, windows, ventiators with one or more rebates including jointing cleats for fixing with powder coating on aluminium sections, minimum thickness of powder coating shall be 50 micron as per the specification, complete all as specified & directed by Engr-in-charge.. Make of Al section : Jindal/Hindaco/Nalco |
| 43 | S&F Powder coated anodised aluminium door shutters, aluminium section weighing 0.55 kg/m (min thick 1.50 to 1.80 mm including necessary joining cleats, glazing clips, rubber neoprene packing, 150mm alumn handle 2 Nos in each door, 100mm SS hinges (3 Nos), mortise lock (01 No), 150mm alumn tower bolt (02), anodised aluminum snap beading screws etc.minimum thickness of powder coating shall be 50 micron as per the specification, complete all as specified & directed by Engr-in-charge.. |
| 44 | S&F 5 mm thick tinted glass glazing to aluminium door and the like in square exc. 0.50 sqm in each pane complete all as specified & directed by Engr-in-charge. |
| 45 | S&F Powder coated anodised aluminium window shutters, aluminium section weighing 0.55 kg/m (min thick 1.50 to 1.80 mm including necessary joining cleats, glazing clips, rubber neoprene packing, 150mm alumn handle 2 Nos in each door, 100mm SS hinges (3 Nos), mortise lock (01 No), 150mm alumn tower bolt (02), anodised aluminum snap beading screws etc.minimum thickness of powder coating shall be 50 micron as per the specification, complete all as specified & directed by Engr-in-charge.. |
| 46 | S&F 110mm bore uPVC pipes grade 'B' single socketed in any length with rubber ring joints, laid in trenches, joints fixed with pipe joint lubricant incl wall clamp fittingscomplete all as specified and as directed by Engineer-in- charge. |
| 47 | S&F uPVC bends (any radius) grade 'B' suitable for 110mm bore pipe complete all as specified and as directed by Engineer-in- charge. |
| 48 | Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all specified and directed by Engineer-in-Charge. |
| 49 | M & L for Hardcore of gauge n.exc 63mm, deposited.spread and levelled in layersn exc 15cm thick watered and rammed complete all specified and directed by Engineer-in-Charge. |
| 50 | M & L for Providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-25 grade with approved colour, design & pattern as in foor path, parks, lawns,drive ways or light trafic parking etc of required strenght, 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 ofpaver blcoks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed by Engr-in-charge. |
| 51 | S & F factory made kerb stone of M-25 grade cement concrete laid in position to the required line, level and curvature, jointed with cement mortar (1:3) (1 cement:3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and directed by Engineer in Charge |
| 52 | M&L for PCC (1:2:4) type B1, using 20mm graded stone aggregates as in coping including necessary form complete all as specified and directed |
| 53 | M&L for PCC (1:2:4) type B1 using 20 mm graded stone aggregateas in surface channels and drains complete all as specified and directed by Engineer-in-Charge. |
| 54 | M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds, mitered/ stopped ends etc complete all specified and directed by Engineer-in-Charge. |
| 55 | Supply and laying DWC pipe of outer dia size 40 mm for laying of Lt cable complete all specified and directed by Engineer-in-Charge. |
| 56 | Supply and lay jointing and testing and commissioning of 25 Sqmm x 4 core XLPE insulated, screened , PVC bedded galvanised steel strip or wire armoured electric power cable heavy duty multi stranded aluminium conductor & PVC sheathed LT cable 1100 V grade conforming to IS-7098 laid in trenches/ducts/fixed on poles wall/laid under roads/paths/drain/culverts or passing through pipes complete all as specified and directed by Engineer-in-Charge. |
| 57 | Supply and lay GI pipe 40 mm light grade for cable protection in walls trenches or any situation including clamp nut bolt etc complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 58 | Supply and lay GI pipe 40 mm light grade for cable protection in walls trenches or any situation including clamp nut bolt etc complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender