Tender For Estimate For Flood Risk Mitigation By Laying Of Underground Pipeline In The Low Lying Pocket Of Village Lakhewali Dhab, District Fazilka.
Tender Overview
Project Description
Tender for Estimate For Flood Risk Mitigation By Laying Of Underground Pipeline In The Low Lying Pocket Of Village Lakhewali Dhab, District Fazilka.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Apr-2026 | Date Extension3004 | Date | 04-May-2026 |
| 2 | 22-May-2026 | Date Extension 2205 | Date | 25-May-2026 |
| 3 | 25-May-2026 | Date Extension 2505 | Date | 28-May-2026 |
| 4 | 28-May-2026 | date extension 2805 | Date | 01-Jun-2026 |
| 5 | 20-May-2026 | Date Extension 2005 | Date | 22-May-2026 |
| 6 | 08-May-2026 | Date extension 0805 | Other | 20-May-2026 |
| 7 | 18-May-2026 | Date Extension 1805 | Date | 20-May-2026 |
| 8 | 20-May-2026 | Date Extension 2005 | Date | 22-May-2026 |
| 9 | 18-May-2026 | Date Extension 1805 | Date | 20-May-2026 |
| 10 | 06-May-2026 | Date extension 0605 | Date | 13-May-2026 |
| 11 | 04-May-2026 | Date extension 0405 | Date | 06-May-2026 |
| 12 | 30-Apr-2026 | Date Extension3004 | Date | 04-May-2026 |
| 13 | 06-May-2026 | Date extension 0605 | Date | 13-May-2026 |
| 14 | 08-May-2026 | Date extension 0805 | Other | 18-May-2026 |
| 15 | 04-May-2026 | Date extension 0405 | Date | 06-May-2026 |
| 16 | 25-May-2026 | Date Extension 2505 | Date | 28-May-2026 |
| 17 | 22-May-2026 | Date Extension 2205 | Date | 25-May-2026 |
| 18 | 04-Jun-2026 | Date Extension 0406 | Date | 08-Jun-2026 |
| 19 | 01-Jun-2026 | Date Extension 0106 | Date | 04-Jun-2026 |
| 20 | 28-May-2026 | date extension 2805 | Date | 01-Jun-2026 |
| 21 | 25-May-2026 | Date Extension 2505 | Date | 28-May-2026 |
| 22 | 01-Jun-2026 | Date Extension 0106 | Date | 04-Jun-2026 |
| 23 | 28-May-2026 | date extension 2805 | Date | 01-Jun-2026 |
| 24 | 08-Jun-2026 | Date Extension 0806 | Date | 11-Jun-2026 |
| 25 | 04-Jun-2026 | Date Extension 0406 | Date | 08-Jun-2026 |
| 26 | 01-Jun-2026 | Date Extension 0106 | Date | 04-Jun-2026 |
| 27 | 11-Jun-2026 | Date Extension 1106 | Date | 17-Jun-2026 |
| 28 | 04-May-2026 | Date extension 0405 | Date | 06-May-2026 |
| 29 | 30-Apr-2026 | Date Extension3004 | Date | 04-May-2026 |
| 30 | 22-May-2026 | Date Extension 2205 | Date | 25-May-2026 |
| 31 | 20-May-2026 | Date Extension 2005 | Date | 22-May-2026 |
| 32 | 18-May-2026 | Date Extension 1805 | Date | 20-May-2026 |
| 33 | 25-May-2026 | Date Extension 2505 | Date | 28-May-2026 |
| 34 | 22-May-2026 | Date Extension 2205 | Date | 25-May-2026 |
| 35 | 18-May-2026 | Date Extension 1805 | Date | 20-May-2026 |
| 36 | 20-May-2026 | Date Extension 2005 | Date | 22-May-2026 |
| 37 | 04-Jun-2026 | Date Extension 0406 | Date | 08-Jun-2026 |
| 38 | 08-Jun-2026 | Date Extension 0806 | Date | 11-Jun-2026 |
| 39 | 01-Jun-2026 | Date Extension 0106 | Date | 04-Jun-2026 |
| 40 | 28-May-2026 | date extension 2805 | Date | 01-Jun-2026 |
| 41 | 17-Jun-2026 | Date Extension 1706 | Date | 24-Jun-2026 |
| 42 | 11-Jun-2026 | Date Extension 1106 | Date | 17-Jun-2026 |
| 43 | 08-Jun-2026 | Date Extension 0806 | Date | 11-Jun-2026 |
| 44 | 24-Jun-2026 | Date Extension 2406 | Date | 01-Jul-2026 |
| 45 | 17-Jun-2026 | Date Extension 1706 | Date | 24-Jun-2026 |
| 46 | 01-Jul-2026 | Date Extension 0107 | Date | 08-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within lead of 30 Mtrs. |
| 2 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or exacavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering , provision for diversion for traffic , protection of existing services i.e telephone cables , electric lines, water supply lines and gas lines etc. night signals,profiles, pegs,sight rails, boning rods, watching , etc ., fixing and maintenance of caution boards, fencing, refilling trenches, watering , ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects . A ) For depths not exceeding 3.0 metre B.G.L i) For all classes of soil except rocky. |
| 3 | Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m. |
| 4 | Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m. (Rehandling of earth) |
| 5 | Laying cement concrete in 1:2:4 with stone ballast or shingle mixing by mechanical Means using concrete mixer volumetric type. |
| 6 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting ofconcrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. RCC Hume Pipe S & S NP2 600mm. |
| 7 | Extra for providing 1:2 CSM on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches, including facing trowelling and finising the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. RCC Hume Pipe S & S NP2 600mm. |
| 8 | Extra over and above the rate of item No. 29.4 ( a to e) for lowering sub-soil water level from its natural level, as decided by the Engineer-in-charge, by every 0.30 m depth (Upto requisite depth), including cost of Bore Holes Machinery and carrying out the work in safe manner. For Sewers Below 760 mm. i/d For Laying 600 mm. Dia. Pipe Line |
| 9 | Making Bore & installation of pumping set for dewatring arrangement complete in all respects. |
| 10 | Running and Maintenance of Pumping set 8 HP/Generator Set for dewatering arrangements complete in all respects. |
| 11 | Sand Filling in Foundation Trenchs as per Drawing & Technical specifications. |
| 12 | Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and Plinth. |
| 13 | Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in Super Structure. |
| 14 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). |
| 15 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. |
| 16 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 17 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position for tees angles & channels. |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications. |
| 19 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and Technical Specifications. |
| 20 | Water proofing treatment of RCC structures (after making the surface clean, dry & free from all internal voids or honey combs ), with Zycosil /equivalent water proofing Solution (1 litre of Zycosil / equivalent & 20 litres of potable water stirred first & 2 litres of Zycoprime / equivalent added and stirred (total 23 litres)) using two coats till it meets the saturation level and testing as per RILEM or by water drops test in which water drops do not absorb but drops remain or rolls. |
| 21 | Dismantling of Concrete 1:2:4 |
| 22 | E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth) |
| 23 | Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. |
| 24 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. |
| 25 | Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. |
| 26 | Cement concrete lining 75mm thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) Without mechanical concrete paver. |
| 27 | Providing and laying cement concrete (M-15) for coping & Sleepers mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. |
| 28 | Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.(CSR item 13.54) |
| 29 | Laying LDPE film of 150 microm over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 3/M-73) |
| 30 | Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications (CSR Item No. 24.61 (b)] |
| 31 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 32 | Procurement of 15 HP Monoblock Pumpsets wih all accessories for use during Heavy rainfall to lift flood water and drain out water in riser wells |
| 33 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth. |
| 34 | First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4m above plinth level. |
| 35 | Reinforced Cement Concrete M-25 in Open Foundation as per drawing and Technical Specification .Using Batching plant, Transit Mixer and Concrete Pump. |
| 36 | 10 mm thick cement plaster with cement mortar 1:4 on side walls. |
| 37 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-2191 Part-I) 1973 (iii) 30mm. |
| 38 | Cost of aluminum fittings complete for doors, windows such as tower bolts, handles,Stoppers and screw etc. for these fittings (Excluding sliding bolt) for area above 0.50 Sqm |
| 39 | Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc.complete. |
| 40 | Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete. |
| 41 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329- 2000, Class-K9 and laying the same in trenches to correct alignment and gradients, jointed with nut bolts and rubber insertion joints fitted complete including all cartage. |
| 42 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329- 2000, Class-K9 and laying the same in trenches to correct alignment and gradients, jointed with nut bolts and rubber insertion joints fitted complete including all cartage.100 mm i/d pipe lines laid complete |
| 43 | 150 mm i/d pipe lines laid complete |
| 44 | 200 mm i/d pipe lines laid complete |
| 45 | 300 mm i/d pipe lines laid complete |
| 46 | Plane Cement Conc.1:5:10 with stone ballast 40 mm gauge using 20 percent plum. |
| 47 | Supply and Laying fine sand under pump house floor. |
| 48 | White washing (two or more coat). |
| 49 | Damp proof course 7.50 Cm. thick C.C 1:2:4 with 2 coats of bituman 20/30 penetration @ 1.65kg. Per Sqm laid hot and sanded. |
| 50 | Recessed PVC conduit Pipe wiring system with modular switches : Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5 Sq.mm., 1100 volts grade to be laid in heavy gauge PVC conduit pipe 20/25 mm. dia. (ISI marked) recessed in wall with metal boxes (1.6 mm. thick with brass lugs) required for suitable Nos of modules complete in all respects.Wiring fan point |
| 51 | Wiring Light Point |
| 52 | Wiring 6Amp. wall socket point |
| 53 | Supplying, Laying, Testing and Commissioning of ISI marked 100 mm i/d Butterfly Valve PN1.6, with gun metal seal duly ISI marked complete with rubber insertion, nuts, bolts and washers, matching flanges of required thickness, etc. complete as per specifications. |
| 54 | Proving & fixing ISI Marked 100mm i/d Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc.complete. |
| 55 | Supplying, Installing, Testing, commissioning of 3 phase 4 Pole main incomer panel (WITH BUSBAR) and fuse unit, 120 A, 4 pole , 35 KA microprocessor based MCCB having IP 54 protection with indicating lamps , voltmeter , ammeter , suitable size capacity of CT s with digital MFM, control MCB 6 A, ( V,I, Pf , KW , KWHr , Frequency etc. complete in all respects). Make: ABB/Crompton/SCHNIEDER/L&T/Siemens/C&s/Havells etc. |
| 56 | Supplying, Installing, Testing and commissioning of outgoing feeder panels/ MCCBs for 3 Nos. pumps comprising of DOL starter panels (3.5 HP), 25 Amp , 3 Pole , 25 KA , 3 pole with overload relay short circuit, single phase/ phase unbalance relay and control circuit for precise motor start, stop and control etc as per schematic Single line Diagram (SLD) attached. Make: ABB/ Essen/ SCHNIEDER/ L&T/ Siemens/ Kirloskar/ Crompton etc. |
| 57 | Supplying, Installing, Testing, commissioning of Control Cables 3/ 4 core 2.5 mm2 Cu Armoured for Panel to floats and Local Controls Make: CCL/ ICL/ FGL/ Havells/ Finolex etc |
| 58 | Supplying, Installing, Testing, commissioning of Control Cables 3/ 4 core 1.5 mm2 Cu Armoured for Indicator and Small Control Circuits. Make: CCL/ ICL/ FGL/ Havells/ Finolex Etc. |
| 59 | Supply, erection, testing & commissioning of 4 Core 16 mm2 LT xLPE armoured aluminum cable from Main supply meter to Incomer panel. Make: CCL/ ICL/ FGL/ Havells/ Finolex. |
| 60 | Supply, erection, testing & commissioning of 4 Core 10 mm2 LT xLPE armoured aluminum cable from incomer to motor panels Make: CCL/ ICL/ FGL/ Havells/ Finolex. |
| 61 | Supply, erection & commissioning of GI earthing rods and strips of suitable size for the earthing of above equipments and pannel complete in all respects as per relevant as per IS Standard 3043:2018 |
| 62 | Proving and Fixing 6 No 15W LED Lamp, Ceiling Fan 56\\" and Exaust Fan in pump house. |
| 63 | Providing Electric connection charges i/c security of electric cnnection and demand notice complete in all respects. |
| 64 | Providing &Fixing of Steel shutter Assembly in 600 mm dia main pipeline complete in all respects. |
| 65 | Writing letter and figures on pump house. |
| 66 | Any other item Please Enable Macros to View BoQ information |
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