Tender For Provn Of Mt Storage & Parking Shed At Key Location Plan Wadgoan Sheri, Pune At Hq 41 Arty Div
Tender Value
Ref. Documents
Estimated cost
Bid Submission
31 Aug 2026
8 days left
EMD
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Bank guarantee accepted
Document Fee
500
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
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Address
Project Description
Tender for Provn Of Mt Storage & Parking Shed At Key Location Plan Wadgoan Sheri, Pune At Hq 41 Arty Div
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft/loose soil. Complete all as specified and directed. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 3 | All as per item No 2 above but in hard rock. |
| 4 | M&L for PCC 1:4:8 type D-2 (40mm graded aggregate) Cement concrete in foundations, filling and mass concrete,complete all as specified. |
| 5 | M&L for RCC M-25 (design mix) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed. |
| 6 | M&L for RCC M-25 (design mix) as in Columns, pillars, piers, posts and struts all as specified and directed. |
| 7 | M&L for RCC M-25 (design mix) as in Beams, cantilevers, bressummers, lintels over 1.5m span all as specified and directed. |
| 8 | M&L for Returning, filling in, inclduing spreading, levelling, watering and well ramming in layers n,exc 25 cm all as specified and directed. |
| 9 | M&L for Removing excavated soil to a distance exceeding 250 m and n exc. 500m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed |
| 10 | M&L for Pre-cast cement concrete block masonry with solid blocks, type C1, 1:3:6, straight or curved on plan exc. 6 m mean radius, built in CM 1:6. all as specified and directed. |
| 11 | M&L for 10mm thick rendering on wall in CM 1:6 on brick/concrete surface and finishing the surface even and smooth with out using extra cement all as specified and directed. |
| 12 | M&L 15mm thick rendering on wall in CM 1:4 on brick/concrete surface and finishing the surface even and smooth with out using extra cement. all as specified and directed. |
| 13 | 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 all as specified and directed. |
| 14 | S&F for 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 all as specified and directed. |
| 15 | 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 all as specified and directed. |
| 16 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete complete all as specified and directed. |
| 17 | S&F Mild steel screw bolts 20-36mm dia of neck (machine made) with Kg hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 15cm n.exc 22.5cm long all as specified and directed. |
| 18 | S&F rolled mild steel plates (plain or chequered) channels. Square cut or notched (ordinary and counter sunk) forming holes, with riveted bolted or welded attachment all as specified and directed. Note :- All structural steel rolled sections, members & plates shall be grade Fe-410-W-gde-E 250, Quality confirming to IS-2062. |
| 19 | S&F Rolled sections as in main and cross beams vertical columns, hip and jack rafters; purlins where connected to common rafters and tunning rails and guides for sliding doors; fixed with angle cleats of other connecting plates (Fe 410, Gde E 250 Quality B), etc all as specified and directed. Note :- All structural steel rolled sections, members & plates shall be grade Fe-410-W-gde-E 250, Quality confirming to IS-2062. |
| 20 | S&F Roof trusses (framed), trussed purlins crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle channel or flat sections) including distance pieces, cleats, shoe angles, tierunners, bracings, tie beams, web members etc all as specified and directed. Note :- All structural steel rolled sections, members & plates shall be grade Fe-410-W-gde-E 250, Quality confirming to IS-2062. |
| 21 | S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, sunshades/chajas etc fixed with self tapping screws all as specified and directed. |
| 22 | S&F Pre- painted galvatume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as per IS-15965:2012 ridge, eaves gutters with end stops, drop ends or nozzles etc as required at site, eaves board etc, fixed with self tapping screws all as specified and directed. |
| 23 | S&F Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc. fixed flat or bent to a curve of any radius all as directed at site. |
| 24 | Preparation of new steel surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide all as specified and directed. |
| 25 | M&L preparing newly plastered surface of wall and applying two coats colour was over a coat of primer. all as specified and directed. |
| 26 | M&L preparing newly plastered surface of wall and applying two coats colour of cement paint was over a coat of primer. all as specified and directed. |
| 27 | M&L for filling under floor available earth/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 and directed |
| 28 | M&L for broken stone and 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 all as specified and directed. |
| 29 | M&L 75mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base complete all as specified and directed |
| 30 | M&L machine cut kota stone slab flooring 20-25mm thick in flooring but one piece as in treads of straircase etc over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete, over 15 mm thick screed bed or bedding in CM 1:6 for laying floor finishes, all as specified and directed. |
| 31 | All as item No 20 here in before but in skirting but one piece for step riser over and incl 10 mm thick rendering in CM 1:4 to receive kota stone/slab etc all as specified and directed. |
| 32 | M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete.complete all as specified and directed |
| 33 | M&L for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 20cm. complete all as specified and directed |
| 34 | M&L Forming 12 mm thick ex pansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ complete all as specified and directed |
| 35 | M&L Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound(grade B) complete all as specified and directed |
| 36 | S&F Steel rolling shutters, thickness of lath 1.25 with gear operated type with bevel gear box and crank handleout ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete all as specified and directed. |
| 37 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge in all kind of soil. |
| 38 | Removing excavated material/soils to a distance exc. 50 mtrs and not exc. 250 mtrs, depositing where directed at a level not exc. 1.5 mtr above the starting point all as specified and as directed. |
| 39 | M& L for broken stone hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and directed. |
| 40 | M&L for providing cement concrete type D2,1:4:8 (40 mm graded aggregate) 100 mm thick as in sub base finished even and fair to receive top layer all as specified and directed. |
| 41 | M&L sand filling under floors or in foundation including watering and consolidation all as specified and directed. |
| 42 | M&L for Providing and laying 60mm thick factorymade chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed. |
| 43 | M&L for providing cement concrete type B1,1:2:4 (20 mm graded aggregate) in plinth courses, string courses, lacing courses, coping, kneelers, apex stones, bed plates, and including weathering, slightly rounded for chamfered angles and throating, all as specified and directed. |
| 44 | Supply, lay & testing XLPE insulated, PVC sheathed, bedded, galvanized steel strip or wire amoured electric aluminium conductor cable 1100 volts (earthed) grade of cross sectional area 16 Sqmm 2 core complete all as directed. |
| 45 | Excavation in trenches in soft/ loose soil not exceeding 1.5 mtr deep and not exceeding 1.5 mtr wide for laying of cables etc and getting out all as specified and directed at site. |
| 46 | Excavation in trenches in Hard/ Dense soil not exceeding 1.5 mtr deep and not exceeding 1.5 mtr wide for laying of cables etc and getting out all as specified and directed at site. |
| 47 | Returning, filling in including spreading, leveling, watering and well ramming excavated soil in layers not exceeding 25 cm thick each, back in trenches after cables have been laid and tested, complete all as specified and directed at site |
| 48 | Removing excavated surplus soil (Soft/hard soil) obtained from excavation to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point all as specified and directed. |
| 49 | Material and labour riddle earth cushning for underground cable in trenches including spreading, levelling and well ramming complete all as specified and directed. |
| 50 | Supply and laying un-rinforced precast concrete cable cover ,class LV,Type 1,flat of size 250 mm x150 mm x40 mm all as specified and directed. |
| 51 | Supply & lay pipes galvanised \\"Light grade\\" size 50 mm bore supplied and laid complete including fitting complete all as specified and directed |
| 52 | M& L for road cutting / foot path and making good with PCC 1:3:6 TYPE C-2 (using 40 mm graded stone aggregate ) of 150 mm all as specified and directed. |
| 53 | M & L for point wiring complete with and including 1.5 sqmm (nominal area) single core multi stranded copper conductor PVC insulated but unsheathed FRLSH cable 1100 Volts drawn into PVC concealed conduit medium grade of 25 mm including its accessories such as tees, bends ,elbows, socket and chisselling on wall/ceiling/surface also1.5 sqmm PVC insulated and PVC unsheathed single core multistranded copper conductor FRLSH cable 1100 V grade as earth wire including concealed GI box of suitable size with cover plate for housing switch ,socket,regulators etc complete for the following:- |
| 54 | One light point controlled by one switch 6 Amp one way |
| 55 | One fan point controlled by one switch 5 Amp one way |
| 56 | One socket outlet 3 pin 5 amps same board |
| 57 | One socket outlet 3 pin 5 amps Independent board |
| 58 | All as per item No 1 here-in-before but wiring with 2.5 sqmm single core multi stranded copper condcutor 1100 V grade PVC insulated but unsheathed single core multi stranded PVC insulated unsheathed copper conductor FRLS cable 1100 volts grade for 16 Amps power point on independent board and 2.5 sqmm cable as earthwire. |
| 59 | M&L for sub main wiring but using two single core multistranded PVC insulated copper conductor FRLS Cable of size 2.5 sqmm 1100 volt grade drawn into concealed conduit of suitable size including 2.5 sqmm PVC multi standard copper conductor FRLS cable in green colour for continious earthing including chislling/cutting of wall, floor, making hole through wall & making good disturbed surfaces of wall/floor/ceiling directed by Engr-in-Charge. Note: Two single core cable, earth wire and PVC conduit shall be measured as one length. |
| 60 | S&F Switch 6 Amps Modular one Way, one module all as directed by engr- in- charge. |
| 61 | S&F Switch 16 Amps Modular one Way, one module all as directed by engr- in- charge. |
| 62 | S&F Modular socket 6 Amps, 2/3 pin combined 2 module Flush type all as directed by engr- in- charge. |
| 63 | S&F Modular socket 6/16 Amps, 2/3 pin combined 2 module Flush type all as directed by engr- in- charge. |
| 64 | S & F PVC ceiling rose surface type three terminals type inreplacement/ repair all as specified and directed by Engr-in-Charge. |
| 65 | Supply & fix Highbay light made of PDC aluminium housing with direct modular IP lens, Potted driver, 10 KV SPD, IP66, 120 Watt with system efficacy of 120lm/ watt suitable for 240 V, 50 Hz all as specified and as directed. |
| 66 | Supply and fix exhaust fan, steel body AC single Phase. 230V of size 380mm sweep with, blades, and frame and louvers and exisitng C/F deposited to MES store yard complete all as specified and directed |
| 67 | S & F wall mounted LED tube light fitting extruded aluminium housing high quality indoor batten LED tube 20 watt colour temperature 6500 K (4\\" long) lumen 2000 -3000, PF> 0.95, THD less 10% diffused connecting with three core flexible copper wire from connector to ceiling rose/angle holder as per existing site requirement as directed by Engr-in-charge. Make : PHILIPS/ HALONIX/ HAVELLS |
| 68 | Supply & fix Flood light made of PDC aluminium housing with direct modular IP lens, Potted driver, IP66, 200 Watt with system efficacy of 100lm/ watt suitable for 240 V, 50 Hz all as specified and as directed. |
| 69 | S & F grouting on stone/brick building distrubtion board factory made SPN 8 way in 240 volts, double door type suitable for fixing MCB all as specified and directed. Note: MCBs measured and paid separately. |
| 70 | S & F MCB SP 6-32 amps , 240 V, 50 Hz, 'B' series breaking capacity 10 kA all specified and as directed. |
| 71 | S&F MCB SPN 32 Amps C curve 10 kA 240 Volts AC Supply all as specified and as directed. |
| 72 | S&F MCB SPN 40 to 63 Amps C curve 10 kA 240 Volts AC Supply all as specified and as directed. |
| 73 | Material and labour for GI earthing complete with Galvanized earth plate 600 mm x 600 mm x 6 mm, 3.15 mm thick burried directly in ground (earth pit not less than 2.25 mtr below normal ground level ) with top edge of the plate not less than 1.5 mtr below normal ground level connected to GI earth lead wire of size 4.0 mm by means of bolts check nuts and washers of brass/ bronge all as shown in electrical plate no 5 connecting to earthing test point all as specified and indicated and testing on completion including excavation earth work drilling holes for electrode PCC pit in PCC 1:2:4 type B1 using 20mm graded stone aggregate, RCC precast cover 1:2:4 type B1 using 20mm graded stone aggregate, GI pipe 40 mm dia (medium grade) and MS funnel, wire mesh and protection pipe of GI of suitbale size upto 7.5 mtr length including charcoal in black cotton soil as required at site to achieve the earthing result and common salt, excavation earth work etc in any type of starta complete all as per the sketch given in particular specification, GI wire suitable size and length for continuity earth wire from test point to main distribution Board etc complete all as directed and specified by Engr-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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