Tender For Special Repair To Sewage Line In Northern Area And Misc E/M Related Work At Pms Under Ge Panagarh
Tender Value
49.69 Lakhs
Estimated cost
Bid Submission
06 Oct 2026
2 days left
EMD
99400
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Purba Bardhaman → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Sewage Line In Northern Area And Misc E/M Related Work At Pms Under Ge Panagarh
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of cement concrete (un reinforced) in ground floors and paving n.exc 15cm thickness (below or above ground (level) and lowering if necessary, removal of the rubbish off the premises complete all as specified and directed. |
| 2 | Demolition of reinforced cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) and removal of the rubbish off the premises complete all as specified and directed. |
| 3 | Demolition of brick work built in CM including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles including removal of the rubbish off the premises all as specified and directed. |
| 4 | M&L for flyash brick work with old size fly ash’ bricks straight curved on plan exceeding 6 meter mean radius for manholes /septic tank /soak well etc /in sewer works with old size bricks in CM 1:4 complete all as specified and directed. |
| 5 | All as per BOQ item No 4.00 here-in-before but except bricks complete all as specified and directed. |
| 6 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soilNote : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. |
| 7 | All as per item No 6.00 here-in-above but depth exc 1.50 m but n.exc 3.00 mtr complete all as specified and directed. |
| 8 | Excavating over areas n.exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. |
| 9 | All as per BOQ Item No 8.00 here-in-before but of depth exc 1.5m and not exceeding 3.00 mtrs complete all as specified and directed. |
| 10 | Returning, filling in incl spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft /loose soil. |
| 11 | Removing excavated material in soils n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point. |
| 12 | M&L for PCC 1:3:6 type C-2 (40 mm graded stone aggregate) in foundation filling and mass concrete, complete all as specified and directed. |
| 13 | Demolition and breaking up drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia of pipe 150 mm complete complete all as specified and directed. |
| 14 | M&L for 150mm bore, HDPE double wall corrugated (DWC) SN-8 Pipe (HDPE Black Pipe) with coupler conforming to IS:16098 Part II 2013 sewage pipes laid in trenches and jointed as per manufacturer's instruction with and including all fittings complete all as specified and directed. |
| 15 | Material and labour for cement concrete bed to drain pipe for 150mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specifiedand and as directed. |
| 16 | Demolition and breaking up drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia of pipe 200 mm complete. |
| 17 | M&L for 200mm bore, HDPE double wall corrugated (DWC) SN-8 Pipe (HDPE Black Pipe) with coupler conforming to IS:16098 Part II 2013 sewage pipes laid in trenches and jointed as per manufacturer's instruction with and including all fittings complete all as specified and directed. |
| 18 | Material and labour for cement concrete bed to drain pipe for 200mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specifiedand and as directed. |
| 19 | Taking down cement plaster from inside/outside of existing septic tank/manholes drain and outer surface of bldgsetc incl raking out joints, hacking for key scrubbing down with water and removal rubbish off the premises. |
| 20 | M&L 20 mm thick rendering in cement mortar 1:4 inside and outside wall of manhole,drain,bldgs, of brick work/concrete suface even and smooth with/ without using extra cement all as per direction by Engr-in-Charge |
| 21 | M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. |
| 22 | S&F SFRC (Steel Fibre Reinforced Concrete) Manhole Cover with Frame n. exc 1 Sqm in size, Shape round/square, (max weight 45 Kg approx ) with 2 hooks to hold, set at the top of the manhole at site complete as per manufacturer's instruction and as directed by Engineer-in-Charge. |
| 23 | M&L type B-1 1:2:4 (20mm graded stone aggregate) providing RCC precast cement concrete as in cover slab for man hole and similar article with plain face set in cement mortar 1:6. complete all as specified and directed. |
| 24 | M&L TMT bars 10mm dia, and over cut to length bent to shape required including cranking, bending spirally for hoping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia quality confirming to Fe 410-5. |
| 25 | Taking out/dismantling of existing Rain water pipe of any size including all fittings and removal off the site complete all as specified and directed. |
| 26 | S & F for PVC (SWR) pipes type B of 110 mm dia single socketed in any length with rubber ring joints fixed to walls, including with clamps etc., complete and jointed. |
| 27 | S & F for PVC (SWR) pipes type B of 75 mm dia single socketed in any length with rubber ring joints fixed to walls, including with clamps etc., complete and jointed. |
| 28 | S & F in repair PVC (SWR) bends any radius of 110 mm bore with access door. Make : Finolex, Supreme, Kisan |
| 29 | S & F in repair PVC (SWR) bends any radius of 75 mm bore with access door. Make : Finolex, Supreme, Kisan |
| 30 | S & F PVC (SWR) reducers of 110 mm bore complete all as specified and directed. |
| 31 | S&F 75mm PVC (SWR) vent cowl complete all as specified and directed. |
| 32 | S&F 110mm PVC (SWR) junction single (single T) equal or unequal complete all as specified . |
| 33 | S&F 75mm PVC (SWR) junction single (single T) equal or unequal complete all as specified . |
| 34 | Dismantling floor/hearth or wall tiling including cement mortar bedding (but not backing), removing rubbish off the premises complete all as specified and directed. |
| 35 | M&L for coloured non skid (joint free) ceramic tiles 7 to 8 mm thick (Square /rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc set and jointed in neat cement slurry and including 15 mm thick screed bed in cement mortar 1:6. complete all as specified and directed. |
| 36 | M&L for coloured non skid (joint free) ceramic tiles 7 to 8 mm thick (Square /rectangular) area of each tile exceeding 0.11sqm but not exceeding 0.18 sqm, in floors etc set and jointed in neat cement slurry and including 15 mm thick screed bed in cement mortar 1:6. complete all as specified and directed. |
| 37 | M&L for Chequered Cement concrete tiles 30cm x 30cm x 25mm thick, set jointed and pointed in neat cement slurry in floors over 15mm thick screed bed in cement mortar 1:4, with grey cement and pigments complete all as specified and directed. |
| 38 | S & F in repairs vitreous china wash down water closet (pedestal pattern), white including thermoplastic seats and covers of grade 2 type, flat with hinging device of bronze or brass with nickel chromium plating, fixing bolt, connector to flush pipe and making connections to flush pipe, connector to branch soil pipe and anti syphonage pipes etc. including sealing the joints and making leak proof using sealant complete all as specified and as directed by Engineer-in-Charge. |
| 39 | S & F in repair 10 litre capacity PVC low level flushing cistern with all accessories complete fixed with WC including syphone pipe, PVC flushing pipe of size complete (w/o brackets) complete all as specified and directed. |
| 40 | S & F in repair flush pipe of polyethylene of low or high density of PVC, 32 mm dia, for low level cistern complete all as specified and directed. |
| 41 | S & F in repair grating square 150mm size of PTMT (minimum 100 gms) complete all as specified and directed. |
| 42 | M & L for cement concrete type B-0 1:2:4 (12.5mm graded stone aggregate) in cills, steps, plinth courses, string courses, lacing courses, parapets, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed rounded or chamfered on edges complete all as specified and directed. |
| 43 | Taking up or down steel water tubings and fittings etc complete and making good disturbed surfaces of walls/ceilings etc for 15 mm bore pipe complete including stacking aside for reuse and removal of unserviceable items from site complete all as specified and directed. |
| 44 | Fixing only 15mm dia bore old steel tubing after necessary cleaning, with and including all new tube fittings (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs and unions, etc.) and fixing complete with clips, wall hooks, wooden plugs, or laying in trenches, etc and necessary connections in old position (Walls, ceiling, floors, etc.) complete all as specified and as directed |
| 45 | S&F 16 mm outer dia medium grade CPVC, SDR 11 & plain CPVC SDR 11 with all fittings (brass inside the fittings) and fixed complete to walls and ceiling or laid in floors complete all as specified and directed. |
| 46 | M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping). |
| 47 | M&L for RCC 1:1.5:3 type A1 (20 mm graded stone aggregate) nominal mix for slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like |
| 48 | Cutting into existing manholes 150mm dia pipe for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required complete . |
| 49 | Cutting into existing manholes 200mm dia pipe for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required complete . |
| 50 | Cleaning of Septic Tanks (diffrent capacity & locations) by opening Cover, Pumping out Sewage Water and Taking out accumulated Night Soil, Sludge’s, Brick Bats or any Other Items, (both Solid and Liquid) and removing to a distance exc 50.00 METRE but not exc. 100.00 METRE, and buried under Ground (minimum 300 mm below Ground Level), Sprinkling Bleaching Powder on deposited Sludge’s at Pit including Excavation of Pits, Returning, Filling in and dress-ing of Surplus Soil/Ground to Slope as required, again Spreading Bleaching Powder on Filled Earth and upto 1.00 METRE around the Trenches/Pit not less than 500 GRAMS PER SQUARE METRE, re-fixing the Cover after complete Cleaning of Septic Tank of following capacity & Nos, complete all as specified and as directed. |
| 51 | Supply, Laying and testing cable LT XLPE sheathed,PVC insulated screened PVC bedded,galvanised steel strip of wire armoured electric power cable heavy duty with stranded aluminium conductor 1100 volt grade, laid in trenches/surface of wall/in GI pipe along with pole for connection to OH lines,including brass cable glands,clamps,etc of 3.5 core 300 sqmm. |
| 52 | Supply, Laying and testing cable LT XLPE sheathed,PVC insulated screened PVC bedded,galvanised steel strip of wire armoured electric power cable heavy duty with stranded aluminium conductor 1100 volt grade, laid in trenches/surface of wall/in GI pipe along with pole for connection to OH lines,including brass cable glands,clamps,etc of 3.5 core 120 sqmm. |
| 53 | Supply, laying, commissioning and testing XLPE insulated screened PVC bedded galvanised steel strip armoured electric earthed power cable (heavey duty) with aluminium conductor 11000 volts grade of cross sectional area 95 sq mm 3 core complete all as specified |
| 54 | Supply and lay of PCC cable cover class HV type 1 flat size 300mmx180mmx40mm complete all as specified and directed. |
| 55 | M&L for fly ash bricks locally available laid dry width wise across the line of cable in trenches for protection of UG cable, complete all as specified and as directed. |
| 56 | M&L Sand Cushioning (dry) in trenches for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 230mm Spread thickness and consolidated (punned) upto 180mm thickness, complete all as specified and as directed. (NOTE : For the purpose of Payment, Punned thick-ness of Sand Cushioning only shall be Measured and Paid ) |
| 57 | S & F HDPE DWC (Double Walled Corrugated) of 750N with RR, complete with all fittings of 110 mm bore dia, laid in trenches / under roads, fixed to poles/ walls with Mild steel clamps , bolts , nuts and washers as in cable protection complete all as specified and directed. |
| 58 | S & F HDPE DWC (Double Walled Corrugated) of 750N with RR, complete with all fittings of 90 mm bore dia, laid in trenches / under roads, fixed to poles/ walls with Mild steel clamps , bolts , nuts and washers as in cable protection complete all as specified and directed. |
| 59 | M&L for manual boring under road crossing and laying pipe across the road for laying cables complete all as specified and as directed. |
| 60 | M & L for switch air break gang operated triple pole out door type unit on HT 11 KV 50 cycle AC suitable for current rating upto 400 Amps mechanically operated mounted on insulators (9 insulators) and frame with operating mechanism worked from ground level with earth switch and including locking arrangement, ACSR conductor complete all as specified and directed. |
| 61 | M & L for 11 kV, 200 Amps, outdoor type Horn Gap Fuse set conforming to IS 9385 (Part-I & II) / relevant latest IS standards, complete with galvanized steel horn assembly, suitable fuse element, heavy duty porcelain/polymer insulators, GI channel/angle mounting structure, connectors, clamps, nuts, bolts and all accessories, installed on pole mounted HT structure complete all as specified and directed. |
| 62 | M & L for cross arms , bracing, supports , clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding bending cold or hot drilling holes for bolts in any shape or size as directed inclusive of 2 coats of aluminium paint over a coat of red oxide primer complete all as specified and as directed. |
| 63 | M & L for lightning arrester/surge protector 11 KV grade heavy duty, single pole, self supporting station, expulsion type class 65 KA capacity with all fittings complete all as specified and directed. |
| 64 | S & F Danger notice plate of 1.6mm thick mild steel sheet, vitreous enamelled white, with letters, figures and conventional skull and bones in signal red colour and fixed with M.S. clamps, bolts and nuts of approved size, for HT, 25x20cm size complete all as specified and directed. |
| 65 | M&L for PCC 1:4:8 type D-2 (40 mm graded stone aggregate) in foundation filling and mass concrete, complete all as specified and directed. |
| 66 | Material and labour for earthing complete with Galvanised steel earth plate electrode 600x600x6 mm mm buried directly in ground (Earth pit not less than 2.25m below ground level) with top edge of the plate not less than 1.5m below normal ground level, connected to GI strip 25 x 4 mm as earth lead by means of bolt, nuts, check nuts and washers of galvanised iron or steel, upto 7.5m length, earth strip protected by and including 40 mm dia GI pipe (md grade) and connected to main test point or body of pole/pannel or lightening arrester of main controlling switch as directed including concrete pit in PCC (1:3:6) type C1 , Precast RCC (1:2:4) Type B1 cover slab of size 54x54x5 cm reinforced with 8 mm dia TMT bars @ 100 mm C/C both ways with one handle for lifting made out of 10 mm dia TMT bar embedded in precast cover slab, funnel, wire mesh, 20 mm bore GI Pipe (Medium Grade) for watering, Charcoal and salt in alternate layers of 15 cm (Compacted Thickness) around the earth electrode including necessary excavation, earth work in any type of soil and disposal of spoil to a distance n.exc 50 m and necessary testing complete all as shown in Electrical Plate No 3 of SSR Part-I. NOTE : 1. The unit rare includes for protectionh GI pipe of 40mm and watering pipe of 20mm bore including excavation for earth pit in any type of soil/disintegrate rock. 2. Contractor has to bring agriculture soil from outside of defence land and fill in earth pit to acheive desired result as the soil resisitivity is very high. 3. The cost of GI strip including protection pipe, from top of earth plate upto 7.5 meter above/below ground level is deemed to be included in the unit rate. 4. All the joints in GI wire and connectgion with earth plate to be welded through brazing and in addition by providing double brass nut bolt and washer. 5.Costing of welding and nut bolts are deemed to be included in the unit rate |
| 67 | M & L for 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 32x6 mm galvanised iron strip complete all as specified and directed. |
| 68 | Supply, installation, testing and commissioning of 160 kVA, 11 kV/433 V, 3-phase, 4-wire, 50 Hz, outdoor type, oil-immersed, copper wound distribution transformer, conforming to IS 1180 (Part 1):2014 with latest amendments (Amendment No. 4), suitable for energy efficiency Level-3 (EEL-3). The transformer shall have vector group Dyn-11, ONAN cooling, delta connection on HT side and star connection on LT side with neutral brought out. It shall be provided with 5-position off-circuit tap changer on HV side with ±5% tapping in steps of 2.5% each for voltage regulation. The transformer shall have percentage impedance approximately 4.5%, and maximum total losses shall not exceed 513 W at 50% load and 1547 W at 100% load, complying with BIS and BEE star labelling requirements. The transformer shall be complete with first filling of IS:335 compliant, ISI marked, filtered and dehydrated mineral insulating oil, and shall include the following fittings and accessories: a. Conservator tank with oil level indicatorb. Silica gel breatherc. Buchholz relay (with alarm & trip contacts)d. Oil Temperature Indicator (OTI) with alarm & trip contactse. Winding Temperature Indicator (WTI) with alarm & trip contactsf. Pressure relief device / explosion ventg. HV & LV bushingsh. HV and LV cable boxes (with cable glands)j. Marshalling box with terminal block (TTB only)k. Earthing terminals (2 Nos.)l. Rollers / wheels for mobilitym. Lifting lugsn. Rating and diagram plateThe transformer shall be BIS marked and BEE star labelled, factory tested as per relevant standards. Routine and type tests shall be conducted and test certificates shall be submitted prior to dispatch. |
| 69 | Notes: (i) Transformer to be placed on PCC plateform and its Bi directional roller to be locked properly(ii) The contractor shall furnish original bill certificate (purchase voucher) test certificate, and warranty certificate of the transformer from manufacturer.(iii) The contractor shall submit the general arrangement darwing of transformers and get the approval of GE for Make and darwing of transformers before placing the order.(ivi) Prior to manufacturing the general arrangement drawing, design and details of transformer shall submitted to GE for approval. (v) Transformers shall be dispatched only after inspection at manufacture premises to be done by OEM Auth & MES Auth at manufacture premises Routine test as per IS relevant IS to be carried out at Factory in presence of MES rep. (vi) Connection of Transformer WTI to VCB through multi core copper conductor control cable of suitable size (irrespective of length) is deemed to be included in the item.(viii) Contactor shall submit the operating manual and maintenance schedule of transformers from OEM in two sets. |
| 70 | Supply,designing ,install, testing & commission 3 phase and neutral, 415 volts outdoor type, CPRI type tested having certification of IEC-61439 , factory made , dust and vermin proof, cubical type LT panel of size 1.50m x 0.40m x 1.20m, with canopy fabricated from 3.00 mm thick CRCA sheet for outer shell and 2 mm thick for non load bearing with angle iron frame of 50 x 50 x 6 mm, double door, front and back openable type, double door system, hinged opening, rubber lining, locking arrangement, with anticorrosive coating and finally epoxy polyester power coating with pure polyster Siemens grey structural RAL-7032 shade, protection class IP-66 fully compartmentalize design with 4 Nos of bus bar made of aluminium, 400 Amps rated (electrical grade aluminium complying with the requirements of latest BIS, colour coded), busbar extensions for cable connections of electrolytic grade . The busbars and Interconnecting links shall be insulated with heat shrinkable PVC sleeve with RYB & black colour coding. The bus bars shall be supported on unbreakable, non-hygroscopic SMC insulated pre-wired with suitable size of copper strip/copper wire with colour code for connecting out going MCCB/MCB's, including suitable aluminium earth strips conforming to IS with danger notice plate, necessary cable glands, cable connection with proper lugs, making electrical connection and circuit wiring for street light auto ON/OFF control timer by using desired electrical parameters PCC foundation and pedestal for fixing pillar feeder box/LT Panel with PCC 1:3:6, 15 cm thick in foundation, brick (Fly ash) / PCC block work in CM 1:6, rendering 1:6 on exposed surface and 100 mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in padding on top and grounting bolts etc for panel. The platform shall be of 450 mm height above ground level all as specified with supply and fixing the following accessories including taking out the existing one : |
| 71 | (A) IncomingMCCB 250 Amps rating, FP ,415 V, AC, 50 HZ, adjustable thermal anf fixed magnetic setting Ics-100 % Icu , service breaking capacity 36 KA --- 01 Nos(B) Outgoing(b) MCCB 160 Amps rating, FP ,415 V, AC, 50 HZ, adjustable thermal anf fixed magnetic setting Ics-100 % Icu , service breaking capacity 36 KA --- 02 Nos.(c) MCCB 100 Amps rating, FP ,415 V, AC, 50 HZ, adjustable thermal anf fixed magnetic setting Ics-100 % Icu , service breaking capacity 16 KA --- 01 Nos. (b) MCCB 63 Amps rating, FP ,415 V, AC, 50 HZ, adjustable thermal anf fixed magnetic setting Ics-100 % Icu , service breaking capacity 16 KA --- 01 Nos.(d) Digital voltmeter 0-500 volt with selector switch -01 No e) Digital amp meter 0-100 Amp with set of current transformer of suitable rating and selector switch -01 No (f) Indicator lamp (RYB) LED type - 01 set(g) Control MCB 2.0 Amps SP- 03. Nos Note:- (i) All MCCB/MCB should be of approved Make (ii) Drawing of LT panel and make of items shall be get approved from GE before ordering the panel.(iii) Cost of lugs for cable and cable gland etc also included in unit rate of panel.(iv) The rating bus bar to out going MCCB / MCB`s shall not be less than 1.5 times the rated current of individual out going feeders/ MCCB. (v) Spreader terminals and Phase barriers to be provided with all MCCB`s (vi) Rate of panel include refixing of all cables in panel which are dismantle & taking out from old unserviceable panel. |
| 72 | All as per BOQ Item No 69.00 here-in-before but of size 1.20m x 1.20m x 0.45m with the following incoming and outgoing accessories :-(A) IncomingMCCB 160 Amps rating, FP ,415 V, AC, 50 HZ, adjustable thermal anf fixed magnetic setting Ics-100 % Icu , service breaking capacity 50 KA --- 01 Nos. (B) Outgoing(b) MCCB 100 Amps rating, FP ,415 V, AC, 50 HZ, adjustable thermal anf fixed magnetic setting Ics-100 % Icu , service breaking capacity 36 KA --- 03 Nos.(c) MCCB 63 Amps rating, FP ,415 V, AC, 50 HZ, adjustable thermal anf fixed magnetic setting Ics-100 % Icu , service breaking capacity 16 KA --- 01 Nos(e) Digital voltmeter 0-500 volt with selector switch -01 No (f) Digital amp meter 0-100 Amp with set of current transformer of suitable rating and selector switch -01 No (g) Indicator lamp (RYB) LED type - 01 set(h) Control MCB 2.0 Amps SP- 03. Nos |
| 73 | Construction of foundation plinth of size 2.0mx 2.0mx1.2m for transformer, using 100 mm thick PCC 1:4:8 type D-2 as in lean concrete full brick thick flyash brick masonry wall in CM 1:6, the top of the plinth shall be of 100mm thick PCC 1:2:4 type B-1 (using 20mm graded stone aggregates) over 75 mm thick PCC 1:4:8 type D-2 over compacted moorum filling, 10 mm thick plastering in CM 1:4 on brick surface with and including plinth protection750 mm wide, 75 mm thick cement concrete M10 (Nominal Mix) with 40mm graded crushed aggregate finished even and fair over 75mm hard core laid to a slope of 1 in 12. The toe of plinth protection of size 75 mm deep and 75 mm wide shall also be of PCC M10. complete all as specified, as directed by the Engineer in Charge.incl necessary earthwork. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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