Tender For Upgaradation / Improvement Of Sewage System Of Pachmarhi Mil Stn Under Age(I) Pachmarhi
Tender Value
1.65 Crore
Estimated cost
Bid Submission
01 Sep 2026
8 days left
EMD
2.40 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hoshangabad → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgaradation / Improvement Of Sewage System Of Pachmarhi Mil Stn Under Age(I) Pachmarhi
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 13-Aug-2026 | Corrigendum No 1 | Date | 01-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | SCHEDULE \\"A\\" |
| 2 | SCHEDULE \\"A\\" PART-I (Sewage Treatment Plant)Item No 01: Designing (Hydraulically, Structurally & Aesthetically), installing, testing, commissioning of Sewage Treatment Plant (STP) of capacity 20 KLD alongwith provision of required capacity collection cum sludge holding tank, treated water collection tank, finishing tank, all as per capacity and requirement of STP including allied units for waste disposal with with all civil, elecrical and mechanical works required for primary, secondary and tertiary treament of sewage and supply and installation of E&M equipments/assets, electrical panels, pumps with required starters etc based on latest CPCB norms & rating complete all as detailed in scope of work, other documents of the tender and directed by Engineer-in-Charge.Note: (a) Sewage Quantity – 2/3RD of calculation based on Sewage calculation.(b) Influent (RAW) Sewage Parameter shall be assessed by contractor based on CPHEEO norms.(c) The Parameters required for Effluent (Treated) water shall be as under : (I) PH (6.5-8.3), (II) COD < 50 MG/L, (III) BOD < 10 MG/L, (IV) TSS < 10 MG/L, (V) Total Nitrogen <10 MG/L, (VI) Total Phosphorous 1 MG/L, (VII) Faecal collection NIL and No foul odour Schedule 'A' Part II (External Electric Supply) Item Description of Item Unit Rate per unit(Rs.) Qty Amount (Rs.) |
| 3 | SCHEDULE \\"A\\" PART-I (Sewage Treatment Plant)Item No 01: Designing (Hydraulically, Structurally & Aesthetically), installing, testing, commissioning of Sewage Treatment Plant (STP) of capacity 20 KLD alongwith provision of required capacity collection cum sludge holding tank, treated water collection tank, finishing tank, all as per capacity and requirement of STP including allied units for waste disposal with with all civil, elecrical and mechanical works required for primary, secondary and tertiary treament of sewage and supply and installation of E&M equipments/assets, electrical panels, pumps with required starters etc based on latest CPCB norms & rating complete all as detailed in scope of work, other documents of the tender and directed by Engineer-in-Charge.Note: (a) Sewage Quantity – 2/3RD of calculation based on Sewage calculation.(b) Influent (RAW) Sewage Parameter shall be assessed by contractor based on CPHEEO norms.(c) The Parameters required for Effluent (Treated) water shall be as under : (I) PH (6.5-8.3), (II) COD < 50 MG/L, (III) BOD < 10 MG/L, (IV) TSS < 10 MG/L, (V) Total Nitrogen <10 MG/L, (VI) Total Phosphorous 1 MG/L, (VII) Faecal collection NIL and No foul odour Schedule 'A' Part II (External Electric Supply) Item Description of Item Unit Rate per unit(Rs.) Qty Amount (Rs.) |
| 4 | Supply and laying XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 50 Sqmm 3.5 core complete all as specified and directed. |
| 5 | Material and labour for narmada river sand, unwashed and screened dry for cushioning to under ground cable in trenches below and around under ground cable including spreading and levelling complete all as specified and directed. |
| 6 | Supply and laying unreinforced precast concrete cable cover, class LV, type 1 with flat, size 250 mm x 150 mm x 40 mm complete all as directed at site. |
| 7 | S & F for sheet metal enclosure MCB DB TPN 8 way Vertical type with 200 Amps rated bus bar 415 volts double door with magnitic locking system including necessary provision for inserting the DBs in wall by cutting the brick/stone masonary etc and making good of distrubed surface to match with existing colour of wall complete all as specified and as directed. |
| 8 | S & F for MCB tripple pole and neutral rated capacity 63 Amps, 415 Volts breaking capacity 10 KA, 'C' curve complete all as specified and as directed. |
| 9 | S & F for MCB TPN rated capacity 40 Amps, 240 Volts breaking capacity 10 KA, 'C' curve complete all as specified and as directed. |
| 10 | S & F for MCB Single pole and neutral rated capacity 32 Amps, 240 Volts breaking capacity 10 KA, 'C' curve complete all as specified and as directed. |
| 11 | Supplying and fixing 40 mm bore, ISI marked steel tubes light grade galvanised with all fittings used for cable protection complete. Total carried over to BOQ Rs. 122844.28 SIGNATURE OF CONTRACTOR ACWE (Contracts) Date: For Accepting Officer Schedule 'A' Part -III (Path ) Item Description of Item Unit Rate per unit (Rs.) Qty Amount (Rs.) |
| 12 | M&L Broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 13 | M & L for PCC (1:4:8) Type D2 (using 40 mm graded stone aggregates ) as in foundation of man holes etc completed. |
| 14 | S&F machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-40 Grade with grey cement and no pigment complete all as specified and directed. |
| 15 | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 16 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in lintels upto 1.5 m clear span, coping, benching, bed block, lintel band, plinth courses etc and similar work including weathering,slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed. Total carried over to BOQ Rs. 698479.3 Signature of Contactor DCWE(Contracts) Date: For Accepting Officer Schedule 'A' Part IV (Sewage Disposal) Item Description of Item Unit Rate per unit (Rs.) Qty Amount (Rs.) |
| 17 | PCC 1:4:8 type D2 (using 40mm graded aggregate in foundation/bed concrete complete all as specified and directed.. |
| 18 | M&L for PCC 1:3:6 Type C-2 (using 40mm graded stone agg) as in foundation/mass concrete filling etc all as specified. |
| 19 | M&L for brick work built in cement mortar (1:4) using fly ash bricks straight or curved on plan exceeding 6m mean radius complete all as specified and directed. |
| 20 | M&L for PCC 1:2:4 type B-1 (using 20mm graded stone agg) as in Man hole channel and surface drain slightly rounded or chamfered angles etc complete all as specified. |
| 21 | Extra for Forming fair finished channel 30 cm inner girth in cement concrete using extra cement including mitered stopped ends etc complete. |
| 22 | M&L for rendering 15 mm thick in CM 1:4 with water proofing compound on fair faces brick work or concrete surface and finished even and smooth without using extra cement etc all as specified. |
| 23 | Supplying only integral water proffing compound ISI marked |
| 24 | M&L Slat-glazed stoneware drain pipes 150 mm dia laid in trenches and jointed complete all as specified and directed. |
| 25 | M&L for Concrete bed to drain pipes including packing under, and completely surrounding pipes with concrete after they are laid and tested in cement conrete 1:3:6 type C-2 around 150mm dia complete. |
| 26 | M&L for RCC 1:2:4 Type B-1 (using 20mm graded stone agg) as in top of manhole for fixing covers and the like including weathering slightly rounded/chamfered complete. |
| 27 | M & L for TMT 6 mm to 8 mm dia cut to length, bent to shape required,including cranking, bending spirally etc. and binding with and including MS (annealed )wire not less than 0.9 mm dia. Complete. |
| 28 | M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick for Rough finished surfaces of concrete complete. |
| 29 | M&L for Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide for Rough finished surfaces of concrete complete. Total carried over to BOQ Rs. 1170085.54 Signature of Contactor ACWE(Contracts) Date: For Accepting Officer Schedule 'A' Part V (CHAIN LINK FENCING) Item Description of Item Unit Rate per unit(Rs.) Qty Amount (Rs.) |
| 30 | M & L PCC 1:3:6 type C-2 as in in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified. |
| 31 | S & F for angle iron Mild steel posts and struts in fencing including cutting to shape as directed drilling holes notching for wire etc mild steel flat iron fillets (for securing wire mesh etc) including necessary drilling bolting including welding etc. and similar work conforming to Fe-290 gde E-165 complete all as specified and directed. |
| 32 | S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (eachline wire to be measured) |
| 33 | M & L for Bands, straps, supports or stays or rainwater, ventilating pipes, including bolts, if required:hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 all as specified and directed. |
| 34 | S&F 4 mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling |
| 35 | M&L for preparation of new steel surfaces of any description ,over 10 cm width or girth and applying two coats of synthetic enamelled paint over a coat of red oxide primer complete all as specified and directed. |
| 36 | M&L for round bars of 5mm dia and over up to and including 10mm dia in nib of fencing post, spacers and bindersaii as specified and directed. |
| 37 | M&L for PCC 1:4:8 tpe D-2 (using 40mm graded stone)as in fdn filling mass concrete. |
| 38 | M&L 10mm thick plaster on fair faces brick surface with CM 1:6 finished fair and even without using extra cement. |
| 39 | M&L for brick work built in cement mortar (1:6) using fly ash bricks straight or curved on plan exceeding 6m mean radius complete all as specified and directed. |
| 40 | M&L for PCC 1:2:4 type B-1 (using 20mm graded stone)as in Coping complete all as specified & Directed. |
| 41 | M & L for Preparation of newly plastered surface of walls or RCC post surfaces and applying three coats of white wash. Total carried over to BOQ Rs. 428032.1 SIGNATURE OF CONTRACTOR ACWE (Contracts) DATED _________ FOR ACCEPTING OFFICER Schedule 'A' Part VI (Area Drainage) Item Description of Item Unit Rate per unit (Rs.) Qty Amount (Rs.) |
| 42 | M&L for Cement concrete in surface channels and drains concrete type D-2 1:4:8 using 40mm graded aggregate in foundation and mass filling complete all as specified and directed. |
| 43 | M&L for Cement concrete in surface channels and drains concrete type B-2 1:2:4 using 40mm graded aggregate in foundation and mass filling complete all as specified and directed. |
| 44 | M&L for brick work withfly ash brick built in cement mortar (1:4) using curved on plan exceeding 6m mean radius complete all as specified and directed. |
| 45 | M&L for Concrete bed to drain pipes including packing under, and completely surrounding pipes with concrete after they are laid and tested in cement conrete 1:3:6 type C-2 around 450mm dia complete as specified and directed |
| 46 | M&L for 450mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars all as specified and as directed. |
| 47 | M & L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick work and finished even and smooth without using extra cement complete as specified and directed |
| 48 | M&L for PCC 1:3:6 type C-1 20mm graded stone aggregate in coping and like incl. weathering slightly rounded /chamfered angles with and incl. necessary use and waste of form work for fair faces of concrete complete all as specified and directed. |
| 49 | Form work to soffit of suspended slab, such as roof slab, floor slab landing and similar work n exc 200mm thick horizontal or sloping complete all as specified and directed. |
| 50 | Form work to Formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and directed. |
| 51 | Form work to 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 complete all as specified and directed. |
| 52 | M&L for RCC M-25 (Design Mix)(Using 20mm graded stone aggregate) in slab supported on walls complete all as specified and directed. |
| 53 | M&L for RCC M-25 (Design Mix)(Using 20mm graded stone aggregate) in Walls, retaining walls,basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 54 | M&L for RCC M-25 (Design Mix)(Using 20mm graded stone aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concretecomplete all as specified and directed. |
| 55 | M&L for TMT bars 6 to 8mm dia, cut to length, bent to shape reqd incl cranking bending spiralty for hooping for columns, hooking ends and binding with and including mild steel (annended) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 56 | S & F of Mild steel framed work such as grills, gratings etc. with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railing, frame work of water tanks and similar work conforming to Fe-410-O or Fe-310-0 complete all as specified and directed. |
| 57 | M&L two coats of synthetic enamel paint over a coat of red oxide primer on steel surface of any description exc. 10 cm width or girth Including preparation of new steel surfaces, complete all as specified and directed |
| 58 | S & F 15 mm dia galvanised Mild steel tubing medium grade fixed to angle iron pole as railingcomplete all as specified and directed Total carried over to BOQ Rs. 839131.37 Signature of Contactor DCWE(Contracts) Date: For Accepting Officer Schedule 'A' Part VII (STP SHED) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 59 | M&L PCC 1:4:8 type D-2 (using 40 mm graded stone agg) as in foundation,subbase of floor and paths ,filling mass complete all as specified & directed. |
| 60 | S& F sand filling under floor or in floor or paving, laid in including watering and consolidation true surface for laying paver block complete all as specified and directed. |
| 61 | M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade with glossy finish, grey cement and pigment complete all as specified and directed. |
| 62 | M&L for cement concrate 1:2:4 type B1 using 20mm graded aggregate, in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, paraperts and railing upto 60cm in height, coping kneelers, apex stones, bed plates and other similar work. |
| 63 | M/L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in foundation for posts hole complete all as specified and directed. |
| 64 | M&L for modular Brick work with sub class `B` bricks straight or curved on plan exc 6 m mean radius built in cement mortar( 1:6) complete all as specified. |
| 65 | M&L rendering 12mm thick on other than fair face of brickwork or concrete surfaces in cement mortar 1:4 complete all as specified & directed |
| 66 | Supply only integral water proofing compound complete all as specified and directed. |
| 67 | Material & labour for preparation of new plastered surfaces of walls etc and applying two coats of cement base paint over a coat of primer complete all as specified & directed. |
| 68 | M&L for 75mm thick PCC type C2, 1 :3 :6 using ( 20mm graded aggregate ) as in plinth protection / floor finishes surface with using extra cement complete all as specified and directed. |
| 69 | M&L Forming Construction joint 30mm deep x 10mm wide filled with sealing compound complete all as specified and directed. |
| 70 | S&F steel work in tubular trusses (framed works as in purlin, rafters, column, square/ rectangular round or angle section) incl special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified and directed. |
| 71 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colur having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws, all as specified and directed. |
| 72 | M&L 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 ridges, hips, valleygutter, drip fixed with self tapping screws (girth as fixed) complete all as specified & directed. |
| 73 | M&L painting to new surfaces of any description, over 10 cm in width or girth, not otherwise described incl preparation, pring with zinc chromate and two coats of synthetic enamel paint complete all as specified and directed. Total carried over to BOQ Rs. 422460.67 SIGNATURE OF CONTRACTOR ACWE (Contracts) Date: For Accepting Officer Schedule 'A' Part-VIII (SITE CLEARANCE, EXCAVATION & EARTH WORK FOR EXTERNAL SERVICES) Item Description of Item Unit Rate (Rs.) Qty Amount (Rs.) |
| 74 | M&L for rough excavation exceeding 1.5 m deep (depth is 4.00 m) in Hard/dense soil and getting out complete all as specified and directed. |
| 75 | Excavating in trenches n exc 1.5m wide and n exc 1.5M depth for foundation in Hard/dense soil and getting out complete all as specified and directed. |
| 76 | Removing excavating soil exc 50 M and n. exc 100m depositing where directed at a level n exc 1.5M above the starting point. |
| 77 | Returning , filling in, including spreading,leveling,watering and well ramming and layers n exc 25 cm thick in hard/dense soil etc,complete. |
| 78 | Surface excavation n.exc 30cm deep and averaging 15 cm deep and getting out hard/dense soil all as specified and directed. |
| 79 | M&L for hardcore of broken stone or boulders gauge n.exc 63mm, deposited spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surface all as spesified and directed. |
| 80 | Removing excavated material n exc 5km and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed. |
| 81 | Forming embankments including raising (or lowering) earth,spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base complete all as specified & directed. |
| 82 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n exc 10 sqm on plan and n exc 1.50m in depth and getting out in Hard/dense soil. |
| 83 | Removal of excavated material soils to a distance exceeding 250m but n exc.500m and depositing where directed. |
| 84 | M&L loose filling brick ballast of broken bricks or boulders of gauge 63mm complete all as specified and directed. |
| 85 | Excavation in post holes (or similar holes) each n.exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed withearth around, in layers n.exc 25 cm, in hard /dense soil complete. |
| 86 | Excavation in trenches n.exc 1.5mwide and n.exc 1.5m in depth for fdn, n.exc 10 sq m on plan and n.exc 1.5m in depth and getting out. in any type of soil complete. |
| 87 | Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth for foundation etc or for shafts , wells, cesspits, manholes, laying of pipe and exc 10 sqm on plan and n exc 1.5 m in depth getting out in Soft / loose soil complete all as specified. Total carried over to BOQ Rs. 792225.94 Signature of Contactor ACWE(Contracts) Date: For Accepting Officer Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 13, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 01, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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