Tender For Provision Of Raising Plateform Of Firing Range & Soil Filling And Pol Store At Armoury At 24 Ed Af Stn Manauri
Tender Value
34.51 Lakhs
Estimated cost
Bid Submission
28 Oct 2026
14 days left
EMD
69020
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Prayagraj → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Raising Plateform Of Firing Range & Soil Filling And Pol Store At Armoury At 24 Ed Af Stn Manauri
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling stone slab floor, hearth or wall tilling including cement mortar bedding(but not backing), and rubbish off premises etc complete all as specified and directed. |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth in hard/dense soil; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified. |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers,soil not exc 25 cm.complete as specified and directed. |
| 4 | M&L PCC1:4:8 type D-2 using 40mm graded stone aggregate,as in foundations, filling and mass concrete complete all as specified and directed. |
| 5 | M&L stone hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete as specified and directed. |
| 6 | M&L 75 mm thick PCC1:4:8 type D-2 using 40mm graded stone aggregate,as in sub base complete all as specified and directed. |
| 7 | M&L 25 mm thick PCC1:2:4 type B-1 using 20mm graded stone aggregate,as in sub base complete all as specified and directed. |
| 8 | M&L machine cut kota stone slab flooring 20-25mm thick in floor over 20 mm thick cement mortar (1:6) screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing on surfaces of any description complete complete all as specified and directed by the Engineer-in-Charge. |
| 9 | M&L pripolished Kota stone slab 18-20mm thick in riser of steps, skirting, dado and pillar laid over 10 mm thick rendering cement mortar 1:3 and jointed with grey cement to match the shade of slab including rubbing and polishing on surfaces of any description,complete all as specified and directed by the Engineer-in-Charge. |
| 10 | M&L for Mirror polishing on marble/ granite/ Kota stone/ stone work where ever required to give high gloss finish complete all as specified and directed |
| 11 | M&L Glazed ceramic tiles in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match including 10mm thick plaster in CM 1:4, complete all as specified and as directed. |
| 12 | M&L brick work with sub class 'B' bricks(old size bricks) straight or curved on plan exceeding 6 mtr mean radius built in cement mortar 1 : 4 and external face of brick work pointed flush in the same mortar as the work proceeds, complete as specified and directed. |
| 13 | M&L for PCC 1:3:6 type C-2 (using 40 mm graded stone aggregates)as in foundation, fillings,sub base and mass concrete complete all as specified and directed. |
| 14 | M&L providing chequered cement concrete with gray cement and pigment finish 25cm x 25cm x 20mm thick set, jointed and pointed in neat cement slurry with grey cement and pigment laid over and including screed bed or bedding layer 20 mm thick in cm 1:6 as in floors complete all as specified and directed. |
| 15 | M & L for rendering 15 mm thick on fair face of brick walls or concrete surface in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed. |
| 16 | S&F of PVC (SWR) pipes of 75mm size single socketed in any length for weep hole complete as specified. |
| 17 | M&L of Loose filling with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells of broken stones or boulders complete as specified. |
| 18 | S&F 20 mm of size wire netting of galvanised steel wire 1.40mm dia fixed with tinned tacks of wire staples complete as specified. |
| 19 | M&L for PCC1:2:4 type B-0 using 12.5mm graded stone aggregate,as in coping ,ramp,including slaughtly or chamfered etc complete all as specified and directed. |
| 20 | M&L filling of earth work in layers spread, levelled and earth taken from out side of MoD land including loading unloading & stacking ,levelling at the destination and route of vehicles as decided by the Engineer in charge complete as specified and directed.Note: cost of earth included in this item |
| 21 | M&L spreading and levelling in layers n exc. 25 cm thick well ramming including water required complete as specified and directed. |
| 22 | Taking down cement plaster on brick/stone surface of wall built in cement mortar including racking out joints, hacking for key, scrubbing down with water etc |
| 23 | M & L for rendering 10 mm thick on fair face of brick walls or concrete surface in CM 1:6 complete finished even and fair complete all as specified and directed. |
| 24 | M & L for rendering 15 mm thick on fair face of brick walls or concrete surface in CM 1:4 complete finished even and fair complete all as specified and directed. |
| 25 | M & L for preparation of new surface and applying two coats of Oil bound distemper on walls over a coat of primer complete all as specified and as directed by Engr-in-Charge. |
| 26 | M & L for preparation of old plastered surface of wall, ceiling complete removal of existing treatment and washing, rubbing down and stopping of distempered and painted surfaces complete all as specified and directed. |
| 27 | M&L applying 2mm thick wall care putty on walls and after drying the surfaces sand the putty smooth before painting complete all as specified and directed. |
| 28 | M & L for applying two coats of 100% premium acrylic emulsion paint having VOC less than 50gm/ltr and UV resistance as per IS 15489:2004, alkali & fungal reistance, dirt resistance exterior paint of required shade (company depot tinted) with silicon aditives at 1.43 ltr/10sqm over and including priming coat of exterior primer applied at 0.90ltr/10sqm all as specified and directed by Engineer-in-Charge. |
| 29 | M & L for preparation of old plastered surface of wall,and applying two coats of Oil bounded distemper on walls incl. one coat of primer complete all as specified and directed by Engineer-in-Charge. |
| 30 | M & L for preparation of old steel surface exceeding 10Cm width or girth and apply one coat of synthatic enamel paint complete all as specified and as directed by Engr-in-Charge. |
| 31 | M & L for saw dust and sand in 1:2 ratio for filling, spreading and levelling in layers n. exc. 300 mm thick and well ramming including watering as required, complete all as specified and directed. |
| 32 | Surface excavation in soft / losse soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete as specified and directed. |
| 33 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point of soil, complete as specified and directed. |
| 34 | Removing excavated material exc. 50 m and upto a total distance of 250 m. of soil,complete as specified and directed. |
| 35 | M&L broken stone hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete as specified and directed. |
| 36 | M&L 75 mm thik PCC1:4:8 type D-2 using 40mm graded stone aggregate,including necessary formwork and finishing the surface of cone ,even & rough to receive the topping layer complete all as specified and directed. |
| 37 | M&L 100 mm thik PCC1:4:8 type D-2 using 40mm graded stone aggregate,including necessary formwork and finishing the surface of cone ,even & rough to receive the topping layer complete all as specified and directed. |
| 38 | Poviding and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, glossy finish ,design & pattern as in footparth, 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 extra sand; all as specified and directed. |
| 39 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,glossy finish design & pattern as in footparth, 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 extra sand; all as specified and directed. |
| 40 | M&L for PCC1:2:4 type B-0 using 12.5mm graded stone aggregate,as in coping ,ramp,including slaughtly or chamfered etc complete all as specified and directed. |
| 41 | S&F in repair galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measuredd. |
| 42 | Dismantling chain link fencing any type complete all as specified and directed. |
| 43 | Supply & Fixing 3'' x 3'' (75mmx75mm) mesh size & 3.4 mm dia of wire chain link MS galvanised fencing complete including line wires, rails, straining bolts etc, including provision of binding wire complete all as specified and directed. |
| 44 | S & F posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc. and similar work conforming toFe-290 Gde E-165 |
| 45 | M&L in applying two coats of synthetic enamel paints over a coat of red oxide primer on new steel surfaces over 10 cm width or girth including preparatinon of surfaces complete all as specified and directed by the Engineer-in-Charge. |
| 46 | M&L mild steel deformed TMT bar 10mm dia and over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by the Engineer-in-Charge |
| 47 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion of concrete above GL or below GL complete all as specified and directed |
| 48 | Dismantling structural steel work including doors, gates, grill but excluding framed truss etc. complete all as specified. |
| 49 | Excavating in post holes or similar holes in dismantled posts or struts each n.exc 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance n exc 50m and making good surface in soft/loose soil/cement concrete |
| 50 | M&L for PCC1:3:6 type C-2 using 40mm graded stone aggregate,as filling & mass concrete etc complete all as specified and directed. |
| 51 | Surface excavation in soft / losse soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete as specified and directed. |
| 52 | Excavating over areas, n exc1.5 m deep and getting out in soft loose soil .complete as specified and directed. |
| 53 | Excavation in trenches not exc 1.5mtr wide and n.exc. 1.50m deep as in foundation of drain n.exc. 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed.. |
| 54 | Returning, filling in, including spreading, levelling, watering and well ramming in layers,soil not exc 25 cm.complete as specified and directed. |
| 55 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point .complete as specified and directed. |
| 56 | M/L Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed. |
| 57 | M&L for Treating 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. |
| 58 | M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed. |
| 59 | M&L for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured complete all as specified and directed. |
| 60 | M&L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed. |
| 61 | M&L for PCC 1:4:8 type B-2 (using 40 mm graded stone aggregates)as in foundation, fillings and mass concrete complete all as specified and directed. |
| 62 | M&L for RCC M-25 using 20 mm graded stone aggregate as in footings, plinth beam, bases for columns and mass concrete complete all as specified and directed. |
| 63 | M & L RCC M 25 using 20 mm graded stone aggregate as in Columns pillars and similar works complete all as specified and directed. |
| 64 | M & L RCC M 25 using 20 mm graded stone aggregate as in chhajjaand similar works complete all as specified and directed. |
| 65 | M & L RCC M 25 using 20 mm graded stone aggregate as in slab and similar works complete all as specified and directed. |
| 66 | M & L RCC M 25 using 20 mm graded stone aggregate as in lintel band/beam and similar works complete all as specified and directed. |
| 67 | Use and waste of formwork to sides of concrete foundations, footings, bases of columns,plinth beams and similar work; vertical or to batter for surface fair and finish as specified and directed. |
| 68 | Use and waste of form work of sides of pillars, posts, struts, piers, columns,wall and like etc square or rectangular or polygonal finished rough surface of concrete complete all as specified and directed. |
| 69 | Use and waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work;not exceeding 200mm thick complete all as specified and directed. |
| 70 | Use and waste of Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, ressummers, lintels, cantilevers, shelves ,lintal band including sup- ports, overhangs,etc. also splays between floors and beams, etc. complete all as specified and directed. |
| 71 | S & F TMT bars 8mm 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. |
| 72 | S & F TMT bars 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for stirrups,spacers & binders binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips |
| 73 | M&L brick work with sub class 'B' bricks, straight or curved on plan exc. 6 mtr mean radius built in CM(1:6) complete all as specified and directed. |
| 74 | M&L rendering 15 mm thick in cement mortar 1:4 on fair faces of brick or concrete surfaces finished even and fair complete all as specified and as directed. |
| 75 | M&L Rendering 10mm thick in cement mortar (1:6) on fair faces of brick work or concrete for fair and even Surfaces.complete all as specified. |
| 76 | M&L Rendering 5mm thick in cement mortar (1:3) on fair faces of brick work or concrete surface or ceiling for fair and even Surfaces.complete all as specified. |
| 77 | M&L preparation of new surface and applying two coats of cement based paint over a coat of primer complete all as specified and as directed by Engr-in-Charge |
| 78 | M&L preparation of new surface and applying two coat OBD over a coat of primer complete all as specified and as directed by Engr-in-Charge |
| 79 | M & L for applying two coat of oil bound distemper on ceiling including one coat of primer complete all as specified & directed by Engr-in-Charge |
| 80 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.. |
| 81 | M&L broken stone hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete as specified and directed. |
| 82 | M&L 75mm thick PCC (1:4;8) type B-2 using 40mm graded coarse aggt in sub base laid in alternate bays and joint filled with bituminious mastic and like complete all as specified and directed. |
| 83 | M&L 40mm thick PCC (1:2;4) type B-0 using 12.50mm graded coarse aggt in floor laid in alternate bays and joint filled with bituminious mastic and like complete all as specified and directed. |
| 84 | M&L 75mm thick PCC (1:2;4) type B-1 using 20mm graded coarse aggt in plinth protection laid in alternate bays and joint filled with bituminious mastic and like including neccesry form workcomplete all as specified and directed. |
| 85 | M&L 20-22mm thick (of size not less than 55cm x55cm) machine cut, pripolished , Kota stone slab in floors over 20mm thick screed bed in mix 1:6 laid and jointed with grey cement to match the shade of slab including rubbing and polishing on surfaces of any description complete all as specified and directed by the Engineer-in-Charge. |
| 86 | M&L 20-22mm thick (of size not less than 55cm x55cm) machine cut, pripolished , Kota stone slab in fskerting over 15mm thick screed bed in mix 1:3 laid and jointed with grey cement to match the shade of slab including rubbing and polishing on surfaces of any description complete all as specified and directed by the Engineer-in-Charge. |
| 87 | S & F steel windows with side hung shutters including projecting type hinges with steel handle and peg stay complete with glazing bars, dovetailed or welded |
| 88 | Ditto, all as above but without glazing bars |
| 89 | M&L for PCC type B-1 (1:2:4) 20 mm graded aggregate as in concrete for fixing holdfasts for bed blocks etc complete all as specified and directed |
| 90 | S & F steel window or ventilator fixed type with glazing bars etc complete all as specified |
| 91 | S & F MS framed work such as grills, gratings, frames,holdfast etc with ends of bars shouldered and or riveted or forgot into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walkways, railings, frame work of water tank and similar work |
| 92 | S & F for pressed steel door frames of size 105 x 60mm for doors with one or more rebate including necessary fixing lugs, hinges, lock strike plate etc complete |
| 93 | M & L for PCC type C-1 (1:3:6) using 20mm graded stone aggregate as in filling of hollow pressed steel frame etc complete |
| 94 | S & F 30mm thick flush door shutters solid core construction, with block board core and plywood face panels, commercial type on both side fixed to chowkhat all as specified and directed . |
| 95 | S&Fstainless steel wire cloth. 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed. |
| 96 | M & L for 4mm thick plain sheet glass ordinary quality including glazing with putty area area n.exc 0.5 Sqm in each pane |
| 97 | S&F extruded aluminium alloy handles, anodized 100 mm size complete all as specified and directed. |
| 98 | S&F aluminium anodised 250mm long sliding door bolt with hasp and staple (bolt type) and fixing clip and bolt extrude section or cast alloy type all as specified and directed. |
| 99 | S&F Aluminum Barrel tower bolt 150mm complete all as specified and directed |
| 100 | M&L in applying two coats of synthetic enamel paints over a coat of red oxide primer on new steel surfaces over 10 cm width or girth including preparatinon of surfaces complete all as specified and directed by the Engineer-in-Charge. |
| 101 | M&L in applying two coats of synthetic enamel paints over a coat of pink primer on new wodden surfaces over 10 cm width or girth including preparatinon of surfaces complete all as specified and directed by the Engineer-in-Charge. |
| 102 | M & L preparation of roof treatment of APP polymeric water proofing membrane all as given below :-(a) M & L for plastering 10mm thick in CM 1:3 using 100% coarse sand on roof surface including water proofing compound as per manufactures instructions and as directed by Engr-in-Charge.(b) Applying a coat of bituminous primer conforming to IS:3384-1986 @ 0.40 Ltrs/Sqm and allow to dry.(c) Applying and laying 3mm thick APP membrane having weight 3.2 – 3.5 Kg on prepared surface as per manufactures instructions and over laps 10cm and 15cm longitudinal and transverse directions respectively and sealed by flame, sealing all overlaps complete including treatment at all junctions and corners. The membrane shall be torched into grooves on vertical plane and grove sealed with cement mortar 1 :3.(d) Applying two coats aluminium paint over membrane @ 0.20 Kg/Sqm and all as per specification and directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
| 103 | M & L preparation of roof treatment of APP polymeric water proofing membrane all as given below :-(a) M & L for plastering 10mm thick in CM 1:3 using 100% coarse sand on roof surface including water proofing compound as per manufactures instructions and as directed by Engr-in-Charge.(b) Applying a coat of bituminous primer conforming to IS:3384-1986 @ 0.40 Ltrs/Sqm and allow to dry.(c) Applying and laying 3mm thick APP membrane having weight 3.2 – 3.5 Kg on prepared surface as per manufactures instructions and over laps 10cm and 15cm longitudinal and transverse directions respectively and sealed by flame, sealing all overlaps complete including treatment at all junctions and corners. The membrane shall be torched into grooves on vertical plane and grove sealed with cement mortar 1 :3.(d) Applying two coats aluminium paint over membrane @ 0.20 Kg/Sqm and all as per specification and directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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