Tender For Repairs To Building No 153 (U-Ii) At Ofdr.
Tender Value
45.33 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
17 days left
EMD
90677
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pune → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Repairs To Building No 153 (U-Ii) At Ofdr.
BOQ
| Sl. No. | Item Description |
| 1 | Repairs to Building no. 153 (U-II) at OFDR. |
| 2 | Taking down existing water proofing treatment of any thickness in two-three layers from roof slab /RCC chajja ,loose material including taking out any type of cement plastering of any thickness in two-three layers from roof surfaces and removing rubbish off the premises, hacking for key, scrubbing down with water & preparing the surfaces to receive plaster,all as specified in SSR part I and as directed by E-I-C. |
| 3 | Removing building materials etc. ( other than spoil payable under items -Earthwork) to a distance of 1km , beyond the lead included in the rates, including loading, unloading & stacking at the destination,all as specified in SSR Part I & as directed by E-I-C. |
| 4 | M&L for provision of PCC 1:2:4 type B-o (using 12.5mm graded stone agg.) in padding/levelling layer/caping plate-form for storage tanks,with line,level,slope etc complete,all as specified in SSR part I and as directed by E-I-C. |
| 5 | M&L screed bed 15mm thick on roof slab/Rcc chajja in c.m. 1:4 finished even, fair,& smooth to receive water proofing treatment,with line,level,slope etc complete,all as specified in SSR part I and as directed by E-I-C. |
| 6 | Supply oil based bitumen primer for use in water proofing treatments, etc complete,all as specified in SSR part I and as directed by E-I-C.Make:-SIKA Shield , Asian paint L.t.d, Pidilite industry. |
| 7 | Labour charges for applying Priming paints plaster coat, oil based bitumen primer coat 0.30 lit/Sqm on clean and dry surface of C.C., Plaster surfaces, etc complete, all as specified in SSR part I and as directed by E-I-C. |
| 8 | M&L required for provision of water proofing treatment by using APP based ploymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150gms/sqm) land on primed surface by thermo fusion process by using gas regulated torch over roof & vertical surfaces,confirming to I.S.,all as specified in SSR part I and as directed by E-I-C.Make:-SIKA Shield , Asian paint L.t.d, Pidilite industry.(min. warranty of sheet will be 7 years.) |
| 9 | M & L applying two coat of alluminium paint on app membrane. all as specified in SSR part I (and as directed by E-I-C) Make:-SIKA Shield , Asian paint L.t.d, Pidilite industry. |
| 10 | Demolition of cement Concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness ( below or above ground level ),all as specified in SSR Part I & as directed by EIC. |
| 11 | Excavation over areas n exc 1.5 m deep, in Hard/Dense soil ,all as specified in SSR Part I & as directed by EIC. |
| 12 | M & L Broken stone or boulders , hardcore of gauge n exc 63 mm , deposited , spread and levelled in layers n exc 15 cm thick , watered and rolled / rammed to a true surface , all as specified in SSR Part-I & as directed by EIC. |
| 13 | M&L Moorum/red bajri filling in floors or pavings, ladi in layers not exceeding 15 cm thick, spread, levelled and rammed including watering ,all as specified in SSR Part I & as directed by EIC. |
| 14 | M & L Cement concrete ( 40 mm graded aggregate ) 1:2:4 150mm thickness all as specified in SSR Part-I & as directed by EIC |
| 15 | M & L Granolithic concrete 1:1:2 floor topping (30+20)mm=50mm thick; laid over cement concrete subfloors etc. and finished to an even and fair surface |
| 16 | M & L Glass dividing strips, 38 mm width,3 mm thick and inserted in position, conform to design ,all as specified in SSR Part I & as directed by EIC. |
| 17 | Finishing cement concrete surface even and smooth using extra cement ,all as specified in SSR Part I & as directed by EIC. |
| 18 | Removing excavated soil materials exc 250 m but n exc 500m and depositing where directed, at a level n exc 1.5 m above the starting point, level, spread, all as specified in SSR Part-I and as directed by EIC. |
| 19 | Demolition of Brickwork or stone/boulder masonry all as above but built in cement mortar or cement lime mortar, all as specified in SSR Part-I & as directed by EIC. |
| 20 | Excavating in trenches, n exc 1.5 m wide and 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 n exc 1.5 m in depth and getting out , all as apecified in SSR Part- I & as directed by EIC |
| 21 | Excavating in trenches, exc 1.5 m wide and exc 1.5 m in depth each additional 1.5m or part there of in depth beyond the first 1.5 m |
| 22 | M & L broken stone or boulders , hardcore of gauge n exc 63 mm deposited , spread and levelled in layers n exc 15 cm thick , watered and rolled / rammed to a true surface , all as specified in SSR Part-I & as directed by EIC. |
| 23 | M & L cement concrete Type C2 1:3:6 ( 40 mm graded aggregate ) in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC |
| 24 | M & L walling of random rubble , uncoursed , well bonded , bedded and solidly heaterd , built in cement mortar 1 : 6 , all as specified in SSR Part-I & as directed by EIC. |
| 25 | A) M & L Deformed or twisted mild steel 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 incluidng mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips quality confirming , all as specified in SSR Part-I & as directed by EIC. |
| 26 | B) Ditto - but 6 mm to 8 mm dia |
| 27 | M & L for Pre-cast cement concrete block masonry in C.M. 1:4,Type B1 1:2:4 (20mm graded aggregate) with solid blocks, exc 10 cm in width and setting in mortar, all as specified in SSR Part-I & as directed by EIC . |
| 28 | M & L rendering , 20mm thick in c.m. 1:4 on fair faces of brickwork or concrete surfaces, finished even & smooth ( without using extrta lime or cement ), all as specified on SSR part I and directed by EIC. |
| 29 | Removing excavated soil materials exc 250 m but n exc 500 m and depositing where directed, at a level n exc 1.5 m above the starting point, level, spread, all as specified in SSR Part-I and as directed by EIC. |
| 30 | Dismantling structural steel work including doors, gates but excluding framed truss etc., all as specified in SSR Part I & as directed by EIC. |
| 31 | Labour charges for Shutters Repair of any description exc 1 sqm and n exc 2 sqm each,etc complete, all as specified in SSR Part I & as directed by EIC. i) Taking down. |
| 32 | ii) Removing to store. |
| 33 | B) Chowkats or frames exceeding 1.5 sq.m but not ecxeeding 4 sq.m each. i) Taking down. |
| 34 | ii) Removing to store. |
| 35 | S & F 1st class hardwood Plain size 100x100mm, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, as specified in SSR part I and as directed by Engg I/C. |
| 36 | S & F Plain framed, panelled shutters ( any number of panels ) with panels of timber flat on both sides ( feather edged ) or of veneered particle board medium density, wood particle board with commercial face veneers; supplied and fitted to chowkats. [ 1st class hardwood ( Thickness of shutter in 30mm ) ],all as specified in SSR part I & as directed by EIC. |
| 37 | i) S&F Butt hinges, extruded brass, with mild steel hinge pin , bright polished and fixed , type B-11 size 125mm. |
| 38 | S&F Brass barrel tower bolts, with cast or sheet barrel and rolled or cast bolts and fixed [ Length of bolt in 300mm ] |
| 39 | iii) S & F Brass , sliding door bolt with sand or die-cast brass hasp staple (bolt type) and fixing bolt with rolled or drawn brass bolt and fixed [ Length of the bolt in 375mm] |
| 40 | iv) S & F Brass skeleton tower bolts with cast brass plate and staples and rolled or drawn brass and fixed. [ Length of the bolt in 375mm] |
| 41 | A) Excavating over areas , n exc 1.5 m deep and getting out in hard / dense soil , all as specified in SSR Part- I & as directed by EIC. |
| 42 | B) Ditto - but exc 1.5 m deep & n exc 3.0 m deep, all as specified in SSR Part-I & as directed by EIC. |
| 43 | A) Returning , filling in, Hard / Dense soil , including spreading , levelling , watering and well ramming in layers not exc 25 cm , all as specified in SSR Part-I & as directed by EIC. |
| 44 | M & L cement concrete type D2 1:4:8 ( 40 mm graded aggregate ) , in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC. |
| 45 | A)M & L RCC type B 1, 1:2:4 ( 20 mm graded aggregate ) as in foundations, including footings , plinth beams, bases of coolumns etc, all as specified in SSR Part-I & as directed by EIC. |
| 46 | B)Ditto - but in columns |
| 47 | C)Ditto - but in slabs. |
| 48 | D)Ditto - but in chajjas. |
| 49 | E)Ditto - but in Beams. |
| 50 | F)Ditto - but in lintels upto 1.5 m clear span , plinth courses , copings , including necessary formwork. |
| 51 | A) M & L deformed or twisted mild steel bars 10 mm dia and over , cut to length, bent to shape required , including cranking , bending , spirally for hooping for cloumns , hooking ends and binding with and incluidng mild steel wire ( annealed ) not less than 0.9 mm dia or securing with clips quality confirming , all as specified in SSR Part-I & as directed by EIC. |
| 52 | B) Ditto - but 6 mm to 8 mm dia |
| 53 | A) Use & waste of FORMWORK , to sides of concrete foundations , footings ,bases of columns, raft & raft beams sides and soffits ( if any) of foundation and plinth beams and similar work ; vertical or to batter,fair finished surfaces of concrete on flat , all as specified in SSR Part-I & as directed by EIC |
| 54 | B) Use & waste of FORMWORK , to sides of coloumns square , rectagular or polygonal , fair finished surfaces of concerete, all as specified in SSR Part-I & as directed by EIC. |
| 55 | C) Use & waste of FORMWORK , to soffits of suspended slabs such as root slabs , not exceeding 200 mm thick ( horrizontal or sloping ) , fair finished surfaces of concrete on flat , all as specified in SSR Part-I & as directed by EIC. |
| 56 | D) Use & waste of FORMWORK , to sides and soffits of floor or roof beam , including supports , overhangs etc. also splays between floors and beams etc. , fair finished surfaces of concrete on flat , all as specified in SSR Part-I & as directed by EIC |
| 57 | E) Use & waste of FORMWORK , to chajjas , including edges , fair finished surfaces of concrete on flat , all as specified in SSR Part-I & as directed by EIC. |
| 58 | M & L walling of random rubble , uncoursed , well bonded , bedded and solidly heaterd , built in cement mortar 1 : 6 , all as specified in SSR Part-I & as directed by EIC. |
| 59 | M & L broken stone or boulders , hardcore of gauge exc 63 mm but n exc 100 mm , deposited , spread and levelled in layers n exc 15 cm thick , watered and rolled / rammed to a true surface , all as specified in SSR Part-I & as directed by EIC. |
| 60 | M & L moorum / red bajri , filling , in floors or pavings , laid in layers n exc 15 cm thick , spread , levelled and rammed including watering , all as specified in SSR Part-I & as directed by EIC . |
| 61 | M&LCement concrete type B-2, 1:2:4 ( 40 mm graded aggregate )100mm thick using extra cement, all as specified in SSR Part-I and as directed by EIC. |
| 62 | M & L for Pre-cast cement concrete block masonry in C.M. 1:4,Type B1 1:2:4 (20mm graded aggregate) with solid blocks, exc 10 cm in width and setting in mortar, all as specified in SSR Part-I & as directed by EIC . |
| 63 | A) M & L rendering , 20mm thick in C.M. 1 : 6 stone masonry surfaces or surface other than fair faces of brickwork or on one side of lathing including finished even and smooth ( without using extrta lime or cement ), all as specified on SSR part I and directed by EIC. |
| 64 | B) M & L rendering , 15 mm thick in cement concrete 1 : 6 on fair faces of brickwork or concrete surfaces like ceilings finished even & smooth ( without using extrta lime or cement ), all as specified on SSR part I and directed by EIC. |
| 65 | C) M & L neeru finish to plastering as specified, all as specified on SSR part I and directed by EIC. |
| 66 | A) M & L rendering , 10 mm thick ( first coat ) in C.M. 1 : 4, on fair faces of brickwork or concrete surfaces, all as specified in SSR part-I & as directed EIC. |
| 67 | B) M & L rendering , 5 mm thick over or under 10 mm ( II nd coat ) in C.M. 1 : 4 , on fair faces of brickwork or concrete surfaces, finished even & smooth ( without using extra lime or cement ), all as specified in SSR part-I & as directed EIC. |
| 68 | Removing excavated soil materials exc 250 m but n exc 1 Km and depositing where directed, at a level n exc 1.5 m above the starting point, level, spread, all as specified in SSR Part-I and as directed by EIC. |
| 69 | Removing Soft/loose soil Hard/dense soil inculding the roots of creeper plants and grass growing, all as specified in SSR Part-I & as directed by EIC. Including top of perimeter wall. |
| 70 | Excavating over areas , n exc 1.5 m deep and getting out in hard / dense soil , all as apecified in SSR Part- I & as directed by EIC |
| 71 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out Hard/dense soil, all as specified in SSR Part-I & as directed by EIC. |
| 72 | M & L broken stone or boulders , hardcore of gauge n exc 63 mm deposited , spread and levelled in layers n exc 15 cm thick , watered and rolled / rammed to a true surface , all as specified in SSR Part-I & as directed by EIC. |
| 73 | M&L Moorum/red bajri filling in floors or pavings, ladi in layers not exceeding 15 cm thick, spread, levelled and rammed including watering |
| 74 | M & L cement concrete Type C2 1:3:6 ( 40 mm graded aggregate ) in foundations , filling and mass concrete , all as specified in SSR Part-I & as directed by EIC |
| 75 | M & L brickwork with sub class 'B\\" bricks straight or curved on plan exc 6 mtr mean radius built in CM (1:6) for urinal plateform & unit-II bathroom pillar, all as specified on SSR part I and directed by EIC. |
| 76 | M & L rendering , 20mm thick in c.m. 1:4 on fair faces of brickwork or concrete surfaces, finished even & smooth ( without using extrta lime or cement ), all as specified on SSR part I and directed by EIC. |
| 77 | M & L walling of random rubble , uncoursed , well bonded , bedded and solidly heaterd , built in cement mortar 1 : 6 , all as specified in SSR Part-I & as directed by EIC. |
| 78 | Removing excavated soil materials exc 250 m but n exc 500m and depositing where directed, at a level n exc 1.5 m above the starting point, level, spread, all as specified in SSR Part-I and as directed by EIC. |
| 79 | M & L Reinforced concrete pipes, class NP2, laid and jointed complete with collars 450 mm. All as specified in SSR Part-I & as directed by EIC. |
| 80 | Taking down cement plaster on brick or stone or RCC Chajja & any description etc. all as specified on SSR Part-1 & as directed by EIC. |
| 81 | M&L wire netting of galvanised steel wire 0.71mm dia providing on walls or RCC Chajja with staples size of mesh 25mm, all as specified on SSR Part-1 & as directed by EIC. |
| 82 | M&L Rendering Cement Plaster 25mm thick (Ratio 1:4) on fair faces of brick work or concrete surfaces or RCC Chajja including rendering is to be finished even & smooth without using extra cement including curing, all as specified on SSR Part-1 & as directed by EIC. |
| 83 | M & L for preparation of surfaces plaster for old surfaces on outer walls scraping loose material paint, all as specified in SSR Part I & as directed by EIC.Make:- as per annexure A. |
| 84 | M&L applying 1st coats of cement paint on external walls .all as specified in SSR Part I & as directed by EIC.Make:- as per annexure A. |
| 85 | M&L applying Subsequent coats of cement paint on external walls .all as specified in SSR Part I & as directed by EIC.Make:- as per annexure A. |
| 86 | M&L for 3mm thick wall care putty on wall as specified in SSR Part-I & as directed by EIC. (Make- Birla/dr fixit /Asian) |
| 87 | M&L for preparation of old surfaces on ceilings all as specified SSR Part-I and directed by the Engineer-in-charge. |
| 88 | M&L for preparation of surfaces and apply 1st coats of oil bond distemper on ceilings of approved colour/shade all as specified SSR Part-I and directed by the Engineer-in-charge. as per annexure A. |
| 89 | M&L for preparation of surfaces and apply 2nd coats of oil bond distemper on ceilings of approved colour/shade all as specified SSR Part-I and directed by the Engineer-in-charge. as per annexure A. |
| 90 | M&L apply surface of any descrption wood, steel, iron, wall ,concrete, brick, stone, etc. exceeding 10 cm girth or width of fire resisting paint (2coats) as per annexure A. Make:- Morsun fire resistant FT-401 ,Kankoo, Prabhat Paints |
| 91 | Taking down carefully copper/aluminium point wiring (Tubelight fittings, Exhaust fan, mounting fan, socket or power ) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets light fittings, DBs etc. Removing materials to store for keeping in safe custody and making good disturbed surfaces of walls, floors etc. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 92 | Taking down carefully by unscrewing from boards/ outlet boxes, fittings and fixtures such as switches, sockets, ceiling roses, lamp holders, brackets, ceiling fittings, bulk head fittings, tube light fittings and regulators, etc. for reuse at site or carrying to the store (To be measured only when found serviceable in all respects complete for reuse) |
| 93 | Supply and fixing of Weather proof Distribution Panel , Zone 1&2, Size-1200 mm X 950 mm X 250 mm Protection IP-65 MOC:Alluminium Alloy LM-6, Mouting: Wall mounting, Finish:Light Grey Powder coated, Earthing : 2 Nos, Gasket: Rubber Neoprene with Incoming -100 A MCCB, Outgoing - MCB, 4P, 63 A- 4 Nos, Outgoing-MCB, 4 P, 32 A- 4 Nos, Outgoing-MCB, 2P, 6 A- 16 Nos . Outgoing-MCB, 2P, 6 A- 10 Nos With entry for cable of size 70 sq mm and 8 Nos of outgoing holes for TPN MCB, 26 Nos of outgoing holes for DP MCB, threaded holes for 20 mm. With R, Y, B, N Bus Bars & 3 Ph ase Multifunction meter for measuring KWH, Current, Voltage etc All as directed by Engg-In-Charge.( Electrical accessories Make: Simens, BCH Electric Ltd, Havells or other equivalent reputed ) Sample should be got approved before using at site. |
| 94 | S & F for Wiring for circuit/submain wiring alongwith earth wire with the 2 x1.5 sq. mm + 1 x 1.0 sq. mm sizes of FR is PVC insulated copper conductor, single core cable in surface/ recessed as required. All as approved and directed by Engg-In-Charge. (Make: Legrand, Havells, Schnieder) |
| 95 | S & F for Wiring for circuit/submain wiring alongwith earth wire with the 2 x 4 sq. mm + 1 x 2.5 sq. mm sizes of FR is PVC insulated copper conductor, single core cable in surface / recessed as required. All as approved and directed by Engg-In-Charge. (Make: Legrand, Havells, Schnieder) |
| 96 | M & L for four light point controlled by one switch with cables 1.5 sq. mm size, copper conductor cables FRLS in stove enamelled steel conduit etc complete. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 97 | Supply of flame proof LED light fitting suitable for 250 V, 18/20 Watt Lamp with Lamp Holder B22 pin type,Heat resistant,Toughened Glass Type - A,Material-AI Die cast,Gas Group-IIA,IIB,Class Zone 1&2, Certified by CIMFR Dhanbad Only.All as directed by Engg-In-Charge.(Make:Shyam Electrical Switchgear,Sudhir Switchgears LTD,or equivalent ) Sample should be got approved before using at site. |
| 98 | Fixing only LED light fitting 18/20 Watt flame proof, Complete with all accessories prewired and including connecting up with three core flexible copper conductor cable with suitable size. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 99 | M & L for Seven light points controlled by one switch with cables 1.5 sq. mm size, copper conductor cables FRLS in stove enamelled steel conduit etc complete. For security lights. All as specified in SSR Part-I and as directed by Engg-In-Charge.(Make:BCH Electric Ltd, Polycab, Havells, Finolex) |
| 100 | Supply and fixing of 15/18 watt LED light fiting , 230 V,50 Hz , IP 65/66 Wheather proof, suitable bracket arm fixture etc. complete with all accessories and including connecting wires upto junction. All as specified in SSR Part-I and as directed by Engg-In-Charge. (Make: Orient, Bajaj, Havells ) |
| 101 | M & L for one 3 pin scoket outlet 5 Amps independent, with 2.5 Sq MM cable size, copper conductor cables FRLS in stove enamelled steel conduit etc comp[lete. All as specified in SSR Part-I and as directed by Engg-In-Charge..(Make:BCH Electric Ltd, Polycab, Havells, Finolex) |
| 102 | S & F flame proof Switch socket & plug combined in LM 6 cable termination box in LM 6, 16 A, 250 V, 2 P + Earth, etc complete certified & approved by CIMFR Dhanbad. All as specified in SSR Part-I and as directed by Engg-In-Charge. (Make: Sudhir Switchgears LTD, R J Sales corporation, Pune, Dev chem Work, Mumbai/Prateek Explosion Proof pvt ltd. Maharashtra, or equivalent) |
| 103 | M & L for one 3 pin scoket outlet 15 Amp with 4 Sq mm size with copper conductor cables FRLS in stove enamelled steel conduit All as specified in SSR Part-I and as directed by Engg-In-Charge. .(Make:BCH Electric LTD, Polycab, Havells, Finolex) |
| 104 | S & F flame proof Switch socket & plug combined in LM 6 cable termination box in LM 6, 25 A, 415 V, 3 P + Earth, etc complete certified & approved by CIMFR Dhanbad. All as specified in SSR Part-I and as directed by Engg-In-Charge. (Make: Sudhir Switchgears Ltd, R J Sales corporation, Pune, Dev chem Work, Mumbai/Prateek Explosion Proof pvt ltd. Maharashtra, or equivalent) |
| 105 | S & F for Wiring for 4x4.0 sq. mm + 2 x 2.5 sq. mm earth wire circuit/submain wiring alongwith earth wire with the following sizes of FR is PVC insulated copper conductor, single core cable in surface/recessed as required. All as approved and directed by Engg-In-Charge. (Make: BCH Electric Ltd, Legrand, Havells, Schnieder) |
| 106 | Supply only Rigid steel conduit, welded 20 mm dia.As per IS. All as approved and directed by Engg-In-Charge. |
| 107 | Earthing complete with Copper earth plate electrode 60 cm × 60 cm × 3.15 mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to Copper strip 20 mm X 3 mm as earth lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 108 | Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 25x4mm galvanised iron strip. All as approved and directed by Engg-In-Charge |
| 109 | S & F Test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screw. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 110 | Supply and fixing of SP Type, T Shape epoxy (DMC) Earth strip insulator/Spacer suitable for strip size 25 mm X 3 mm with required hardware, nut bolts for fixing of conductor on wall, etc complete. All as directed by Engg. In Charge. (Sample shall be got approved before use at site) |
| 111 | S & F of Aluminium strip 25 X 3.15 mm with saddles and fixing screws etc.for roof conductores and down conductores above ground. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 112 | a) Excavating over areas not exceeding 2.5m in Hard Dense Soil & getting out and returning, filling in, including spreading levelling watering and well ramming in layers not exc 25 cm etc complete. All as specified in SSR Part-I and as directed by Engg-In-Charge (Size of one pit 1 X 1 X 2.5 M). |
| 113 | b) Excavating over areas not exceeding 1.5 m in Hard rock & getting out and returning, filling in, including spreading levelling watering and well ramming in layers not exc 25 cm etc complete. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 114 | M&L for Type B2 C.C. 1:2:4 40 mm graded aggregate) in foundation, filling and mass concrete including compaction curing complete .All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 115 | M & L for formwork to sides of concrete foundations, sides of soffits and similar work, vertical or batter for flat finished surfaces. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 116 | S & F for M.S. plates (plain or chequered) Fe 410-W (Gde-E-250) quality-A as per IS 1730 (PART-I) 1989 6 mm thick forming holes etc complete. (Size of plate 300mm X 300mm for one pit). All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 117 | S & F for Funnel size 1/2\\" dia, with GI perforated pipe of 1.5 m length for watering purpose with copper lugs etc complete.All as approved and directed by Engg- in-Charge |
| 118 | Supply of M.S. rod square bars Fe 410-W (Gde-E-250) quality-A for preparation of earth pit flag. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 119 | S & F for M.S. plates Fe 410-W(Gde-E-250) quality - A plain 2 mm thick black sheet for preparation of earth pit flag marker cutting into size ( 0.15 M X 0.10M for one pit) complete. All as specified in SSR Part-I and as directed by Engg-In-Charge. |
| 120 | Cutting chases and making good to facings where ever required and pointing in cement mortar 1:3 for concealed conduit wiring etc, cutting not exceeding to 10 cm girth. All as specified in SSR Part- I and as directed by Engg-In-Charge. |
| 121 | Fixing in repairs of Air termination, single pointed, copper rod 12mm dia and 300mm long All as specified in SSR Part-I and as directed by Engg-In-Charge. (Note: During execution of work, existing Termination with support etc. is to be removed carefully and again to be refixed properly after the work is over) |
| 122 | Fixing in repairs Galvanised Iron strip 20 x 3.15mm with saddles and fixing screws etc. for roof conductors and down conductors above ground All as specified in SSR Part-I and as directed by Engg-In-Charge. (Note: During execution of work, existing LP strip with support etc. is to be removed carefully and again to be refixed properly after the work is over) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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