Tender For Construction Of G+2 Lift Shaft For The Existing New Building Of Civil And Criminal Court At Bicholim
Tender Value
37.19 Lakhs
Estimated cost
Bid Submission
22 Sep 2026
8 days left
EMD
74391
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of G+2 Lift Shaft For The Existing New Building Of Civil And Criminal Court At Bicholim
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-Sep-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 22-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. 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.All kinds of soil |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 3 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:All works upto plinth level |
| 4 | Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level ; M-30grade of concrete |
| 5 | Centering & shuttering including Strutting, Propping & removal of forms for :Footings, Bases for columns Foundations |
| 6 | Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates ; Where inclination to the horizontal does not exceed 30° requiring shuttering on the underside only |
| 7 | Extra to be added for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de- shuttering and de-centering at all levels, over a height of 3.5m, for every additional height of 1m or part thereof. (Plan area to be measured) Suspended floors, roofs, landings, beams and balconies (plan area to be measured) |
| 8 | Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) |
| 9 | Extra to be added for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de- shuttering and de-centering at all levels, over a height of 3.5m, for every additional height of 1m or part thereof. (Plan area to be measured) Suspended floors, roofs, landings, beams and balconies (plan area to be measured) |
| 10 | Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams exceeding 1m in depth |
| 11 | Extra to be added for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de- shuttering and de-centering at all levels, over a height of 3.5m, for every additional height of 1m or part thereof. (Plan area to be measured) Suspended floors, roofs, landings, beams and balconies (plan area to be measured) |
| 12 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 13 | Making plinth protection 50mm thick of Cement Concrete 1:3:6 (1cement: 3 Coarse Sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry laterite aggregate 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 14 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement ; Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level |
| 15 | 12mm cement plaster 1:3 (1 cement : 3 fine sand) |
| 16 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. |
| 17 | Providing and fixing in position G.I. hand rail polyster powder coated in external passage, as per approved design shown in drawing including bending hand rail pipe to proper shape in curves with special etc. complete. |
| 18 | Providing and fixing vitrified matt finished (600x600) and 10mm thick tiles in floor, treads of steps, landing on 25mm thick bed of cement mortar 1:3 and jointed with cement slurry complete. |
| 19 | Providing and laying jet black mirror polish granite flooring and dado over 20mm thick base of cement mortar 1:4 laid over and jointed with cement slurry including rubbling complete Granitic slab (jet blck with mirror polish) 20 mm thick add q0% wastage 1.00 |
| 20 | Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete |
| 21 | Providing anti – termite treatment to buildings conforming to I.S.S. 6113 part II 1971 (revised) including adopting precautions for health hazards and safety measures as required therein with the cost of all materials, chemicals, plants, equipments required for the treatment and furnishing a guarantee for a minimum period of 10 years from the date of completion including eradicating any infestation of termite free of cost during the guaranty period complete. (The payment will be made on plinth of the building. ; Pre-construction |
| 22 | Steel work in built up tubular (round, square or rectangulaSr hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 23 | Providing & laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or/and residual bitumen applied hot at 1.45 1.20 and 1.7kg., per sq.m. of area respectively second and fourth course of roofing felt type 3 grade 1 (hessian based self finished bitumen felt ) & sixth and final course of stone grit 6 mm and down size or grade gravel spread at 0.008 cu.m per sq. m excluding grading complete. ; Providing and fixing colour coated galvulium roofing sheets of 0.5mm thickness including all the accessories (TATA make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge. |
| 24 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 25 | Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead. |
| 26 | Providing and laying in design & pattern factory made PVC RUBBER MOULDED Interlocking Cement Concrete paver blocks of M35/M40 strength, thickness & size/shape, made by table vibratory method using Rubber mould, laid in required colour & pattern over 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 river/manufactured sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineer ; 60mm thick -Coloured other than Grey (M35 grade) |
| 27 | Extra for providing and mixing water proofing material proportion recommended by the manufacturers. ; 15mm cement plaster 1: 4 (1 cement : 4 sand) |
| 28 | Lifts upto 5 floor, G+4 [passenger Lift], 8 Nos. passenger capacity. Speed 0.6-1 m/sec |
| 29 | Deduct for every floor less than 5 floors for the passenger lift |
| 30 | Supply of 4 core armoured PVC/XLPE insulated PVC sheathed copper conductor cable of 1.1 KV grade with ISI mark conforming to IS: 1554(Part I) IS:7098(Part I) with latest amendments of following size.;4 Core 10 sq.mm |
| 31 | Supplying and making cable end terminations with brass compression gland and copper lugs forfolowing sizes of 4 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade complete as required.;(4) 4 x 10 Sq. mm. |
| 32 | Laying manglore roofing tiles, ridges, valleys etc. complete on roofs over existing battens rafters etc. (Tiles to be issued by the department). |
| 33 | Supplying and laying 25 mm x 5 mm GI strip at 0.5 m below ground as strip earth electrode including soldering etc. as required |
| 34 | Supply and providing Chemical earthing system (Pipe in pipe type) with Outer pipe of the electrode having minimum 80mm diameter as per the enclosed specifiations and drawing. The outer and the inner hot dip galvanised MS pipes shall conform to the specifications and the space inbetween shall be filled with highly crystalline conductive and anti-corrosive mixture conforming to IS-3043. The earth electrode shall be CPRI tested. The scope of work includes boring( 300mm dia mimnimum)/c xvavation of soil/hard rock refilling with required quantity of back fill compound/Ground resistance enhancement powder of requisite quantity compaction constuction of masonary chamber etc complete as required to obtain the desired value. Aluminium tag with embossed earthing value shall be permanently attached to the pipe electrode;(a) 3 metres length electrode |
| 35 | Supply of Back fillCompound/Groung resistance enhancement powder conforming to the enclosed specifications. |
| 36 | Supplying installation testing and commissioning of surface/recess mounting vertical type 415 V TPN double door MCB DB of sheet steel dust protected duly phosphatised and powder painted inclusive of 200 A tinned copper busbar common neutral link earth bar din bar for mounting MCBs detachable gland knock out plate and with 100 Α 10 ΚA MCCB as incomer interconnection between incomer MCCB and busbars of following ways (but without MCCB /MCBs as required); (d) 4 way with 100A MCCB as Incomer double door Cat B |
| 37 | Providing and fixing following rating and breaking capacity adjustible 4 pole MCCB inside the existing cubicle panel board including drilling holes in cubicle panel making connections etc as required; (a) 100 A Adjustable 35/40 КА САТ B |
| 38 | Supplying and fixing following way TPN sheet steel double door Horizontal type MCB distribution board 415 V on surface/ recess complete with tinned copper busbar neutral busbar earth bar dinnbar detachable gland plate int erconnections phosphotized and powder painted including earthing etc. as required (but without MCB /RCCB/Isolator) ;(g) 6 way (4+18) double door Horizontal type Cat B |
| 39 | Supplying and fixing following rating four pole (triple pole and neutral) 415 V RCCB having a sensitivity current upto 300mA in the existing MCB DB complete with connections testing and commissioning etc as required; (d) 25 A Cat B |
| 40 | Supplying and fixing 6 A to 32 A C series MCB suitable for lighting and other loads of following poles in the existing MCB DB complete with connections testing and commissioning etc as required.;(j) TPN Cat B |
| 41 | Supplying and fixing following rating double pole (single pole and neutral) 240 V RCCB having a sensitivity current upto 300mA in the existing MCB DB complete with connections testing and commissioning etc as required; (d) 25 A Cat B |
| 42 | SP MCB 6 A to 32 A 10 KA B series Cat B |
| 43 | Wiring for light point/ fan point/ exhaust fan point/call bell point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface PVC conduit(medium) with modular switch modular plates suitable size modular GI box of specified Category and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.; (e) Group B with Cat B Modular Accessories |
| 44 | Supply and erecting of bulkhead luminaire suitable for GLS lampcomplete with all accessories including 1 No 40 W GLS lamp.;(b) Cat B |
| 45 | Supplying and fixing suitable size modular PVC box with modular plate and cover in front on surface or in recess including providing and fixing 1 no 6 pin 15/16 A modular socket outlet and 1 nos 15/16 A modular switch connection painting etc. as required. (For workstation s);(b) Cat B |
| 46 | Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor single core cable in the independent surface PVC conduit (medium) of appropriate size as required.;(b) 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earthwire (20mm Conduit) |
| 47 | Wiring for 5A/15A power plug with 2 x 4 sq.mm FRLS PVC insulated copper conductor single core cable in recessed PVC conduit(heavy) alongwith 1 No 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 48 | 1% cess on Electrical components |
| 49 | Preparation of structural design Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 22, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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