Tender For Providing Of Ration Store Of Awantipur Of Age B/R (P) Under Ge 861 Ews
Tender Value
13.43 Lakhs
Estimated cost
Bid Submission
06 Aug 2026
15 days left
EMD
27000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Anantnag → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of Ration Store Of Awantipur Of Age B/R (P) Under Ge 861 Ews-- 1 Excavating Over Areas, Not Exceeding 1.5 M Deep And Getting Out In Hard / Dense Soil Complete All As Specified And As Directed By Engineer-In-Charge. 2 Material & Labour For Pcc 1:4:8 , Type - D2, Using 40Mm Graded Stone Aggregates As In Foundations, Filling And Mass Concrete Complete All As Specified And Directed By Engineer-In-Charge. 3 Material & Labour For Walling Of Squared Rubble Stone , Regular Coursed, Well Bonded, Bedded And Solidly Hearted, Built In Built In Cement Mortar 1:4 Complete All As Specified And Directed By Engineer-In-Charge. 4 Material & Labour For Raised Pointing In Cement Mortar 1:4 To Square Rubble Stone , Coursed Rubble Masonry Complete All As Specified And Directed By Engineer-In-Charge. 5 Material And Labour For Plain Cement Concrete (1:2:4) Type B-1, Using 20 Mm Graded Stone Aggregates As In Coping With And Including Necessary Form Work Complete All As Specified And As Directed By Engineer-In-Charge. 6 Material And Labour For Extra Over Granite Or Trap Stone Stone Walling For Hammer Dressing To Face Stones And Dressing Of Face Beds And Joints, As Specified, Of Random Rubble Walling,Uncoursed Or Brought Upto Courses , Hammer Dressing With Maximum Depression On Face From Straight Edge Held Against The Dressed Surface Not Exceeding 40Mm Thick Complete All As Specified And As Directed By Engineer-In-Charge. 7 Material & Labour For Precast Cement Concrete Type 1: 2: 4, Type-B1 (Using 20 Mm Graded Crushed Stone Aggregate) As In Precast Bond Stone With And Including Necessary Form Work And Set In Cement Mortar 1:4, Complete All As Specified And Directed By Engineer-In-Charge. 8 Material & Labour For Boulder Filling Dry, Handpacked Tightly, As In Vertical Bunds With Sloping Face Etc. Complete All As Specified And As Directed By Engineer-In-Charge.
BOQ
| Sl. No. | Item Description |
| 1 | Excavating over areas, not exceeding 1.5 m deep and getting out in Hard / dense soil complete all as specified and as directed by Engineer-in-Charge. |
| 2 | Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 3 | Material & Labour for Walling of squared rubble stone , regular coursed, well bonded, bedded and solidly hearted, built in built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 4 | Material & Labour for Raised pointing in Cement Mortar 1:4 to square rubble stone , coursed rubble masonry complete all as specified and directed by Engineer-in-Charge. |
| 5 | Material and labour for Plain cement concrete (1:2:4) type B-1, using 20 mm graded stone aggregates as in coping with and including necessary form work complete all as specified and as directed by Engineer-in-charge. |
| 6 | Material and Labour for Extra over Granite or Trap stone stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling,uncoursed or brought upto courses , Hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm thick complete all as specified and as directed by Engineer-in-Charge. |
| 7 | Material & Labour for Precast cement concrete type 1: 2: 4, type-B1 (using 20 mm graded crushed stone aggregate) as in precast bond stone with and including necessary form work and set in Cement Mortar 1:4, complete all as specified and directed by Engineer-in-charge. |
| 8 | Material & Labour for boulder filling dry, handpacked tightly, as in vertical bunds with sloping face etc. complete all as specified and as directed by Engineer-in-Charge. |
| 9 | Supply and fixing 110 mm bore PVC (SWR) pipes single socketed, Type-B (ISI Marked ) , in any length in weep holes complete all as specified and directed by Engineer-in-Charge. |
| 10 | Removing excavated material of any type of soil not exceeding 50m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed by Engr- in- charge. |
| 11 | Returning filling including spreading , levelling, watering and well ramming in layers, each layer not exceeding 25cm thick in any type of soil complete all as specified and as directed by Engineer-in- charge. |
| 12 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable , Pipes , etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft / Loose soil complete all as specified and as directed by Engineer-in- charge. |
| 13 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 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 by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ. |
| 14 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ. |
| 15 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ seperate items. |
| 16 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Slabs supported on walls,beams and columns infloors,roofs, landings, balconies,canopies, deck slabs and inshelves and the like Slabs supported on walls,beams andcolumns in floors,roofs, landings, balconies,canopies, deck slabs and inshelves and the like complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. |
| 17 | Material & Labour for 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 clips complete all as specified and as directed by Engineer-in-Charge. |
| 18 | Material & Labour for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge. |
| 19 | Material & Labour for Mild steel TMT bars 6mm to 8mm dia , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge. |
| 20 | Material & Labour for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge. |
| 21 | Material & Labour for Formwork to sides of pillars, posts, struts, piers, columns and stanchions, in square, rectangular or polygonal on rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge. |
| 22 | Material & Labour for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. on flat rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge. |
| 23 | Material & Labour for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge. |
| 24 | Material & Labour for Brickwork with sub class ‘B’ burnt clay old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. |
| 25 | Material and labour Brickwork with sub class 'B' old size burnt clay bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-charge. |
| 26 | Material and labour for Rendering 10mm thick in Cement Mortar 1:4 , on fair faces of brick work or concrete surfaces of walls , finish even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 27 | Material and labour for Rendering 15mm thick in Cement Mortar 1:6 , on fair faces of brick work or concrete surfaces of walls , finish even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 28 | Supply & Fixing Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) Fe 410 -W (Gde- E- 250) quality-A including distance pieces, cleats etc. complete all as speicied and as directed by Engineer in charge. |
| 29 | Supply & Fixing Pre- painted galvalume aluminum zinc coating GI based corrugated 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 as directed by Engineer-in-Charge. |
| 30 | Supply & Fixing Pre-painted galvalume aluminum 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 as directed by Engineer-in-Charge. |
| 31 | Material and labour including preparation of newely steel surfaces of any description, over 10 cm in width or girth or otherwise described and applying two coat of syntheic enamal paint over and including one coat of red oxide zinc chrome priemer complete all as specified and as directed by Engineer-in-Charge. |
| 32 | Material and labour for preparation of new surface of walls, with and including two coats of cement base paint ,over with and including one coat of alkali resistant priming paint complete all as specified and directed by Engineer-in-Charge. |
| 33 | Material & Labour for preparation of newely plastered Surfaces of wall and applying two coats of oil bound distemper over with and including one coat of Alkali resistant primer complete all as specified and as directed by Engineer-in-Charge. |
| 34 | Material & Labour for Hardcore of broken stone or boulders ,gauge not exceeding 63mm deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge. |
| 35 | Material & Labour for 100 mm thick PCC (1:2:4) type B2 using 40 mm graded stone aggregates as in floor , finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 36 | Material and labour for 50 mm thick PCC (1:3:6) Type C-2 using 40mm graded stone aggregate as in flooring, hard standing, plinth protection / path etc. finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge |
| 37 | Material & Labour for Machine cut kota slab 20mm - 25 mm thick ( Kota stone as approved by Engineer-in-charge) as in flooring , laid and jointed with grey cement slurry @ 3.00 Kg per Sqm mixed with pigment to match the shade of the slab including rubbing and polishing , laid over with and including 15 mm thick screed bed in Cement Mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 38 | Material & Labour for Machine cut kota slab 20mm - 25 mm thick in one piece ( Kota stone as approved by Engineer-in-charge) as in vertical surfaces such as skirting, dado , pillar, risers of steps , etc. laid and jointed with grey cement slurry @ 3.00 Kg per Sqm mixed with pigment to match the shade of the slab including rubbing and polishing , laid over with and including 10 mm thick rendering in Cement Mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 39 | Supply & Fixing 2nd class hardwood Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied and fixed complete all as specified and as directed by Engineer-in-Charge. |
| 40 | Supply and Fixing 35mm thick, glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc (without sash bars), using 2nd class hard wood (as approved by Engineer-in-charge) edges of frming plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc , sizes of members of shutters as specified in SSR Part-I, Section8, Clause 8.24 (a), supplied and fitted to chowkhats complete all as specified and as directed by Engineer-in-Charge. Note:- (i)Wire gauze / glass shall be measured and paid separately under appropriate items of Schedule 'A' BoQ.(ii) Butt Hinges, Tower bolts, Handles , sliding door bolts , ordinary rat tail pattern springs and painting shall be measured and paid seperately under appropriate items of schedule 'A' BoQ.(iii) The sutters shall be brought at site without primer and same shall be applying at site as per direction of Engineer-in-charge. (iv)Primer shall be measured paid separately under appropriate item of BOQ. |
| 41 | Supply & Fixing 30mm thick Glazed and skeleton for window shutters and ventllator shutters using second class hard wood (as approved by Engineer-in-charge) , open rebated and prepared to received glass, gauze etc (without sash bars), edges of framing plain, chamfered, or rounded, fittered with cut mitred beads for securing glass etc as and provided with styles and rails specified in SSR Part-I, Section 8, Clause 8.24 (b), supplied and fitted to chowkhats complete all as specified and as directed by Engineer-in-Charge. Note:- (i)Wire gauze / glass shall be measured and paid separately under appropriate items of Schedule 'A' BoQ.(ii) Butt Hinges, Tower bolts, Handles , sliding door bolts , ordinary rat tail pattern springs and painting shall be measured and paid seperately under appropriate items of schedule 'A' BoQ.(iii) The sutters shall be brought at site without primer and same shall be applying at site as per direction of Engineer-in-charge.(iv)Primer shall be measured paid separately under appropriate item of BOQ. |
| 42 | Supply and Fixing Factory made 35mm thick framed, panelled shutter (two panel) with lock rail made of 2nd class Hard wood and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified and directed by Engineer-in-Charge. Note: Butt Hinges, Tower bolts, Handles , sliding door bolts and painting shall be measured and paid seperately under appropriate items of schedule 'A' BoQ. |
| 43 | Material & Labour for 18/19mm thick Particle board, medium density, flat pressed, single layer type or three layer type with BWR type adhesive, fixed with screws to timber frame work complete all as specified and as directed by Engineer-in-Charge |
| 44 | Material and Labour for preparing new wooden surfaces of any description over 10 cm width or girth and applying two coat of synthetic enamel paint over with and including one coat of pink primer complete all as specified and as directed by Engineer-in-charge. |
| 45 | Supply and fixing 200 mm long aluminium anodised barrel tower bolt of extruded section and fixed complete all as specified and complete all as specified and as directed by Engineer-in-Charge. |
| 46 | Supply and fixing 125 mm long aluminium anodised barrel tower bolt of extruded section and fixed complete all as specified and complete all as specified and as directed by Engineer-in-Charge. |
| 47 | Supply and Fixing aluminium alloy, anodised, sliding door bolt of length 300 mm with hasp, staple (bolt type) (ISI Marked ) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of sections or cast-aluminium extruded alloy and fixed complete all as specified and directed by Engineer-in-Charge. |
| 48 | Supply and Fixing Butt hinges size of 100mm , medium weight cold rolled mild steel (ISI Marked ) complete all as specified and directed by Engineer-in-Charge. |
| 49 | Supply and Fixing Butt hinges size of 75mm , medium weight cold rolled mild steel (ISI Marked ) complete all as specified and directed by Engineer-in-Charge. |
| 50 | Supply & Fixing continuous (piano) hinges, mild steel, bright finish or electro galvanised width of flaps (when open) in 30mm complete all as specified and directed by Engineer-in-Charge. |
| 51 | Supply & Fixing 150mm hasp and staple, aluminium anodised mild steel hinge pin including bolt to hinge plate and fixed with screw complete all as specified and directed by Engineer-in-Charge. |
| 52 | Supply and Fixing brass 300mm size ordinary rat tail pattern springs (ISI Marked) including roller and roller plate complete all as specified and directed by Engineer-in-Charge. |
| 53 | Supply and Fixing 150 mm long Extruded aluminium alloy handles, fabricated type,anodised (ISI Marked) as specified and directed by Engineer-inCharge. |
| 54 | Supply and Fixing 100mm long Extruded aluminium alloy handles, fabricated type,anodised (ISI Marked) as specified and directed by Engineer-inCharge. |
| 55 | Supply and fixing Harison curtain rails, aluminium anodised alloy , with fixing brackets, stops, rollers etc complete all as specified and as directed by Engineer-in Charge |
| 56 | Supply and Fixing 4.8mm thick sheet glass of ordinary quality and glazing with oil putty in square , exceeding 0.50 Sqm each in pane complete all as specified and directed by Engineer-in-Charge. |
| 57 | Removing excavated material (Soil) not exceeding 50mtr and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge. |
| 58 | Supply and Fixing Galvanised mild steel wire cloth, 0.63mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples complete all as specified and directed by Engineer-in-Charge. |
| 59 | Supply & Fixing 2nd class soft wood Plain fillets. square, rectangular or triangular in section, clean sawn, bull nosed, splayed, chamfered or rounded on one edge or face secured with nails or brads exceeding 13 Sqcm and not exceeding 25 sqcm complete all as specified and directed by Engineer-in-Charge. |
| 60 | Material & Labour for 4mm thick Veneered decorative plywood, grade 1 (with BWR resin) with decorative face veneers on one faces; fixed with screws to timber frame work in ceiling complete all as specified and as directed by Engineer-in-Charge. |
| 61 | Supply & Fixing 2nd class soft wood Plain fillets. square, rectangular or triangular in section, clean sawn, bull nosed, splayed, chamfered or rounded on one edge or face secured with nails or brads exceeding 06 Sqcm and not exceeding 13 sqcm complete all as specified and directed by Engineer-in-Charge. |
| 62 | Supply & Fixing 2nd class soft wood Plain fillets. square, rectangular or triangular in section, clean sawn, bull nosed, splayed, chamfered or rounded on one edge or face secured with nails or brads not exceeding 03 Sqcm complete all as specified and directed by Engineer-in-Charge. |
| 63 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-Charge. |
| 64 | Material & Labour for 100 mm thick PCC 1:4:8 ,Type-D2 ,using 40mm graded stone aggregates as in sub base of flooring complete all as specified and directed by Engineer-in-Charge. |
| 65 | Material & Labour for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour,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 with 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;complete all as specified and as directed by Engineer-in-charge. |
| 66 | Material and labour for Rendering 15mm thick in Cement Mortar 1:4 , on fair faces of brick work or concrete surfaces of walls , finish even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 67 | Material and labour for concealed Point wiring using approved colour coding as per IS (Red, Black and Green for single phase circuits), in new PVC conduit complete with and including 1.5 Sqmm two single core PVC insulated, multistranded, unsheathed, FRLSH copper conductor cable 1100 volt grade ISI Marked , drawn through with and including new PVC rigid conduit 20mm dia ( heavy duty ) ISI marked with valid CML No.(IS-9537-1983 for conduits and IS:3419:1976 for conduit accessories) with all new fittings and all accessories i.e pipe bend pipe hook, elbow,junction box, pressed steel powder coated sunken box of suitable size (min 60mm deep, suitable length and 1.2mm thick ) and flush fixed with cement mortar 1:4 , 3mm thick bakelite plastic laminated sheet for mounting with frame and top cover for switches 5Amp/6Amp and fan regulator, for light / fan point controlled by one way switch 5Amp / 6Amp, top cover fixed with brass screws & cup washers, with and including one single core 1.5 Sqmm FRLSH PVC insulated multi strand copper conductor cable 1100 volt grade (ISI marked ) (as in green colour) as continues earth wire connected to earth dolly etc. complete all as specified and as directed by Engineer-in- charge .Notes for serial item nos. 67.00 to 69.00 : (i) Switch piano flush type 05/06 Amp single pole one way , Switch socket combination 2 in 1, 3 pin, 5 Amp and Switch socket combination 2 in 1, 3 pin, 15 Amp shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ. |
| 68 | All as per srl item No.67.00 here inbefore but for Switch socket combination 2 in 1, 3 pin, 5 Amp, independent complete all as specified and directed by Engineer-in-Charge. |
| 69 | All as per srl item No 67.00 of BoQ here-in-before but 2.5 Sqmm two single core PVC insulated, multistranded, unsheathed, FRLSH copper conductor cable 1100 volt grade ISI Marked with and including one single core 2.50 Sqmm FRLSH PVC insulated multi strand copper conductor cable 1100 volt grade (ISI marked ) as continues earth wire connected to earth dolly etc for Switch socket combination 2 in 1, 3 pin, 15 Amp complete all as specified and directed by Engineer-in-Charge. |
| 70 | Supply and fixing Switch piano flush type 05/06 Amp single pole one way 240 volts ISI marked complete all as specified and directed by Engineer-in-Charge. |
| 71 | Supply & Fixing Switch socket combination 2 in 1, 3 pin, 5 Amp flush type universal 240 volt (ISI Marked ) complete all as specified and directed by Engineer-in-Charge. |
| 72 | Supply & Fixing Switch socket combination 2 in 1, 3 pin, 15 Amp flush type universal 240 volt (ISI Marked )complete all as specified and directed by Engineer-in-Charge. |
| 73 | Supply and Fixing Decorative ultra slim linear LED 20 Watt 4 Feet Long lighting fixture with extruded aluminium heat sink,environment friendly, Energy efficient , ready to use pack with and including LED Tube complete , with inbuilt electronic driver, PCB, Connector block complete all as per manufactureres instructions with and including connecting up with theree copper flexible cable from ceiling rose to fitting including connectiong up and fixed on with and including two nos.square box of required size complete all as specified and directed by Engineer-in-charge. Notes:(a) Contractor has to furnish a replacement warranty of 02 years for LED light fittings complete including from the certifiy date of completion of CA. The product will be replaced free of cost in the following case :-(i) Manufacturing defects.(ii) Failure due to mechanical and electrical impact. (iii) Drop in lumen (or lux at 1 m) below 90% of clamied values of lumen(or lux at 1 m) of the LED /Luminaries. (b) All LED light must meet the provision laid down in IS - 16101, 16102 Part -I/II,16103 Part -I, 16104,16105,16106, 16108/2012 and 15885 Part -II / Section 13. (c) Scope of work shall include LED fittings walls/ceiling which includes needful T & P and required accessories etc if any, complete including making connection, testing etc complete. No extra payment is admissible on these account. |
| 74 | Supply and fixing ceiling rose 3 phase/ PVC/ polycarbonated isolated body complete all as specified and directed by Engineer-in-Charge. |
| 75 | Supply and fixing sheet metal enclousers made out of CRCA mild steel sheet , IP-43 protection, flush mounted with metal door, powder coated DB SPN 8 way 230 V AC with 200 Amp rated copper bus bar, Double Door, dust and vermin proof suitable for incorporation of MCBs / MCCBs/ Isolators etc.conforming to IS/IEC-61439-2:2011, BS-5484 complete all as specified and directed by Engineer-in-charge. Notes: (i)MCBs / MCCBs/ Isolators shall be measured and paid seperately under appropriate items.(ii) The rate of 200 Amps copper bus bar is included in this item and nothing shall be paid extra on this account. |
| 76 | Supply and fixing MCB SP 6 to 32 Amps, 230 volts , AC supply , rupturing capacity not less than 10KA,' C' Curve ,ISI Marked, with and including necessary attachment , thimbles etc complete all as specified and directed by Engineer-in-charge. |
| 77 | Supply & fixing MCB, DP ( Double Pole ), 40 Amp , 230 volts , AC supply , rupturing capacity not less than 10KA,' C' Curve ,ISI Marked, with and including necessary attachment , thimbles etc complete all as specified and directed by Engineer-in-charge. |
| 78 | Supply and fixing LED Flood light fitting 70 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete all as per manufacturer's instructions with and including electric connection connecting with using flexible copper wire twin core upto ceiling rose/connector complete all as specified and as directed by Engineer-in-Charge. Notes:(a) Contractor has to furnish a replacement warranty of 02 years for LED Flood Light fittings complete including from the certifiy date of completion of CA. The product will be replaced free of cost in the following case :-(i) Manufacturing defects.(ii) Failure due to mechanical and electrical impact. (iii) Drop in lumen (or lux at 1 m) below 90% of clamied values of lumen(or lux at 1 m) of the LED /Luminaries. (b) All LED Flood light must meet the provision laid down in IS - 16101, 16102 Part -I/II,16103 Part -I, 16104,16105,16106, 16108/2012 and 15885 Part -II / Section 13. (c) Scope of work shall include LED Flood Light fittings walls/ceiling which includes needful T & P and required accessories etc if any, complete including making connection, testing etc complete. No extra payment is admissible on these account. |
| 79 | Material and Labour Sub main wiring with two single core of size 6.0 Sqmm FRLSH PVC insulated unsheathed with multistranded copper conductor cable 1100 volts grade ISI Marked including cuttting, chasing and grouting , with and including non metallic rigid PVC conduit medium quality of size 25 mm dia conforming to 3537 Part-I ISI marked including all fitting such as Tee, Elbow, bend etc drawn in and including one single core of size 6.0 Sqmm FRLSH PVC insulated unsheathed with multistranded copper conductor cable 1100 volts grade ISI Marked as in contineous earth conductor cable connected to earth dolly complete all as specified and as directed by Engineer-in- charge. (Colour code phase-Red, Neutral-black and Earth as Green) complete all as specified and as directed by Engineer-in- charge. Notes:-(a) Cost of PVC conduit , conduit accessories and earth wire included in sub main wiring. (b) Three single core 6.0 Sqmm FRLSH PVC insulated unsheathed with multistranded copper conductor cable 1100 volts grade ISI Marked with and including non metallic rigid PVC conduit of size 25 mm ISI Marked dia shall be measured as one length. |
| 80 | Material and Labour sand cushioning, with dry and clean fine river sand in trenches 80 mm thick before laying the cable and 150mm thick after laying the cable including spreading levelling and hard punning complete all as specified & directed by Engr-in-Charge (Note:- Punned thickness shall be considered for payment purpose) |
| 81 | Supply and laying Best quality, locally available, sub class ‘B’ burnt clay bricks (Old Size) for cable protection cover, laid flat and dry in trenches over the cable , perpendicular to the direction of cable complete all as specified and as directed by Engineer-in-Charge. |
| 82 | Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, PVC insulated screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 6 Sqmm x 4 core conforming to IS-7098 (Part-I -1988) complete all as specified and as directed by Engineer-in-Charge. (Excavation and earth work, sand cushioning & GI pipe shall be measured and paid for separately) |
| 83 | Supply, installing, testing and commissioning of CPRI approved LT distribution panel outdoor type of suitable size ( length x width x height) as directed by Engineer-in-Charge weather/vermin proof, made out of 3.15mm thick CRCA sheet duly powder coated, mounted on 65mm x 65mm x 6mm (ISA6565) iron angles frame of height 45 cm from PCC bedding, factory assembled compartmentalized construction, free standing type, including 3 phase and neutral 100 amps current carrying capacity aluminium bus bar with epoxy insulated coating with colour code and insulated support, cable galleries inter connecting bus bar connection/linkage complete and conforming to IS 8623 and IP 54 class of protection as per IS 2147 complete, including making connection of cables of incoming and outgoing with thimble/lugs, complete and mounting the panel on ground / floor in PCC(1:3:6), Type -B1 , using 20mm graded stone aggregates , bedding upto a height of 30 cm above ground level with and including Supply & Fixing of following accessories complete as per maufacturer's instructions:(a) Aluminium bus bar 100 Amps for 3 phase & neutral - 1 Set(b) MCCB 40 Amp 16 KA at 415 V 4 pole -01 No. (incoming)(c) MCCB 32 Amp 16 KA at 415 V 4 pole -02 Nos. (Outgoing)(d) MCB SPN 32 AMP 10 KA , 240V, 'C' Curve- 02 Nos. (Outgoing)(e) Digital voltmeter with selector switch 0 to 500 volts-1 No(f) LED type indicator lamps(R |
| 84 | Material and Labour for Earthing complete with galvanised steel earth plate electrode 600mm x 600mm x 6 mm thick burried directly in ground to depth of pit not less than 2.25 m below normal ground level with top edge of the plate not less than 1.5 m below normal ground level surrounded from all sides by 15 cm thick packed layer of charcoal / coal dust and common salt filling in alternate layers and connected to galvanised earth lead wire 4 mm dia by means of bolts, nuts, check nuts and washers of GI or steel including GI protection pipe 15mm dia light grade upto the extent of 7.5 metre and connecting to earthing test point, main switch board including GI pipe 20 mm dia medium grade for watering, MS funnel and bringing out the watering pipe upto 30 cm above the normal ground level plugged at top including all fitting including PCC earth pit with PCC 1:2:4 type B-1 using 20mm graded stone aggregate and RCC pit cover including necessary earthwork and excavation in any type of soil complete all as specified as shown in electrical plate No 3 of SSR Part-I and testing on completion. Note:- (i) Earth continuity of GI wire 4 mm including protection pipe up to 7.5 mtrs from earth electrode will be included in unit rate, complete all as specified and directed. (ii) The rate of earth work in soft/loose soil i.e. excavation, returing filling and removal, form work is included in this item and nothing shall be paid extra on this account. (iii) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (iv) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge. |
| 85 | Supply and fixing sheet metal enclousers made out of CRCA mild steel sheet , IP-43 protection, flush mounted with metal door, powder coated TPN, 4 Way 415 V, double door, earth bar, copper bus bar 200 Amp and neutral link, protection class IP-43 conforming to IS/IEC-61439-2:2011, BS-5484 dust and vermin proof,with and including one number MCCB , 4 pole , 63 Amp 50 Hz 415 Volts with breaking capacity 16 KA complete all as specified and directed by Engineer-in-charge. Notes:(i) The rate of one number MCCB , 4 pole , 63 Amp 50 Hz 415 Volts with breaking capacity 16 KA is included in this item and contractor shall quote his rates accordingly . Nothing shall be paid extra on this account.(ii) The rate of 200 Amps copper bus bar is included in this item and nothing shall be paid extra on this account. complete all as specified and directed by Engr-in Charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysAug 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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