Tender For Remaining Work Of Girraj Canal Lining From Motijheel Catchment Area To Kishanpura Shamshan Ghat Puliya, Bharatpur.
Tender Value
25.01 Crore
Estimated cost
Bid Submission
26 Nov 2026
16 days left
EMD
50.02 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bharatpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Remaining Work Of Girraj Canal Lining From Motijheel Catchment Area To Kishanpura Shamshan Ghat Puliya, Bharatpur.
BOQ
| Sl. No. | Item Description |
| 1 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick |
| 2 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum |
| 3 | Removal of slit/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & obstruction deposite din canal bed upto design line grade and section shaving design duetoerosion/scour/slips in canal banks/silt in g with or without bushe sand weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable placeas directed by Engineer in charge with initial lead of 50 m.and lift upto1.5m with proper dressing on canal bed complete in all respect Measurements of works for item No.7 (a) & 7 (b) shall be limited to canal bed area only For depth above 30cm. Extra on item 7(c) only if silt clearance is done under water & mud. |
| 4 | Extra Lead over item no 1 to 8 of excavated material 10(c) Add extra for each subsequent lead of 500m or part, there of beyond 1/2 Km & upto 5Km (for 5Km) |
| 5 | Add extra for each subsequent lead of 1 km or part there of beyond 5 Km (upto 6 to 10Km) |
| 6 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.Deduct in above if Standard Proctor's density to be achived is at least 95% With lead beyond 250 m and up to 750 m (½ Km) |
| 7 | 17(d) Add extra beyond 5Km for each subsequent km. or part there-of.(upto 20K,) |
| 8 | Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect |
| 9 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for (a). Bed |
| 10 | Compaction and watering of earth or highly weathered strata in canal bed and slope walls by mechanical equipment such as sheep foot roller, pneumatic tyred roller or vibro sheep foot compactor, as required as per site condition, to obtain minimum 95% of Standard Proctor’s dry density |
| 11 | Watering of earth including cost of carriage of water when source of water is up to 1 Km |
| 12 | Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing & form work etc. complete as per specification for: |
| 13 | Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing & form work etc. complete as per specification for: |
| 14 | Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work. |
| 15 | Side shuttering including propping etc. complete (to achieve finish for Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid mass concrete) |
| 16 | Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20mm |
| 17 | Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;(For mix design Cement content considered 420 kg/ cum of concrete) d. 20mm |
| 18 | Add extra with the permission of Superintending Engineer, if computerised password protected composite weight-batching and mixing plant with suitable green concrete transportation mechanism or transit mixer is used |
| 19 | Add extra for concrete lining (CC) by paver finisher machine with operator,mason,helper,DG set along with fuel including all running and operational expenses, loading, unloading, transportation, compaction, finishing and all applicable taxes. The work shall be executed as per the specifications and direction by the Engineer in charge complete with all respect. |
| 20 | Filling of construction joints with Bitumen based sealing compound lining in the grove as per IS made by cutter upto the 1/3 depth of concrete lining as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect. |
| 21 | Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto;(For mix design Cement content considered 320 kg/ cum of concrete) d.20mm |
| 22 | Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required. |
| 23 | Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters leadinclusive of de-watering wherever required. In cement mortar |
| 24 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 25 | Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish. 20mm thick . |
| 26 | Providing and fixing steel gate, grating and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide Add extra if square,rectangular hollow tubelar sections are used |
| 27 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 28 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 300 mm |
| 29 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M. HDPE PE-100 PN-10 200 mm dia |
| 30 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 4 600 mm dia |
| 31 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering – All work up to plinth level. 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). |
| 32 | Carriage of Material Building Rubbish Stone metal (Grit and ballast etc.) For lead up to 10 KM. |
| 33 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like with pumping set of 5 to 9 HP including POL/Power consumption etc Complete. |
| 34 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 35 | P&F rigid PVC pipe fittings (IS: 4985mark) of approved quality/make including joining the pipe with solvent cement rubber ring and lubricantPlain Tee 160mm dia |
| 36 | P&F rigid PVC pipe fittings (IS: 4985mark) of approved quality/make including joining the pipe with solvent cement rubber ring and lubricantBend 45 160 mm |
| 37 | P&F rigid PVC pipe fittings (IS: 4985mark) of approved quality/make including joining the pipe with solvent cement rubber ring and lubricantCoupler Socket 160mm |
| 38 | Supplying, laying, jointing, testing and commissioning of safety valve i.e air valve, NRV,PRV, scour valve, check valve, butterfly valve, sluice valve, gate valve, ball valve, dismentalling joint etc.essential for safety and smooth operation of pipe network.This also include the civil work for installation, safety and ease of operation of valves |
| 39 | Supplying and laying Factory perforated hard HDPE subsoil drainage pipes pre-wrapped with 250 GSM Geotextile for subsoil drainage system including all necessary coupling/ fittings for joints as shown in the drawings. Pipes for subsoil drainage shall have an external diameter of 160 mm. The pipe shall be manufactured from High Density Polyethylene (HDPE). It shall be extruded into an open lattice wall structure, with > 60% of the circumference consisting of open area and a 30% solid area along the invert. The product should satisfy the following parameters as below: • Ring Stiffness should be > 1.8 kN/sq.m • Resistance to Acid with 3% HCl for 24 hrs without mass loss, change in colour, softening, cracking or spalling. • Resistance to Alkali with 3% KOH for 24 hrs without mass loss, change in colour, softening, cracking or spalling. The Supplier must produce a minimum of four approval letters from consultants in Government projects, and should submit documentary evidence for the same. In addition, the product should be ecofriendly and shall possess Green Pro certification. The make shall be R Drain or approved-equivalent (matching all the parameters and Tests). Providing and laying 20mm aggregates about 200mm all around the Sub soil drainage pipe as a filter media to avoid direct contact of fine sand particles. Cost to include compaction of the earth and laying of the pipe complete as per drawing. 160mm dia. |
| 40 | P&F rigid PVC Pipe (IS:4985mark) class II/ (4Kg. /Cm2 .) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 160mm Dia |
| 41 | Crusher broken stone aggregate of various sizes in accordance with IS:383 for concrete work for dams, canals, and other important structures, well graded with size of aggregate including all lead and lift.40mm to 20mm size |
| 42 | Crusher broken stone aggregate of various sizes in accordance with IS:383 for concrete work for dams, canals, and other important structures, well graded with size of aggregate including all lead and lift.20mm to 10mm size |
| 43 | Natural Sand (Un-screened) including all lead and lift. |
| 44 | Supplying, laying & spreading of LDPE film of 250 micron on bed and sides including jointing etc. complete as per specifications including cost of LDPE film, overlapping, adhesive tape etc. with transportation charges upto work site complete. |
| 45 | 22mm thick guniting with cement mortar (1:3) on concrete/masonry surface after proper fixing of 9 gauge welded mesh of good quality rust free of size 50mmx50mm in ONE layer fixed with anchors/clamps in stone masonry / concrete, after racking the joints clean the surface by compressed air & water jet. Apply epoxy, anchor the mesh and apply 22 mm thick cement plaster with pressure gun, complete in all respect as per technical specification. |
| 46 | Add extra over items of cement plaster/ cement concrete/cc. lining/cc flooring or RCC for providing and mixing Polypropylene/Polyester fibres as per IS 16481 or latest revision, 6/12 mm long @0.25% (125 gram per 50kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer incharge with all leads and lifts. |
| 47 | Providing and Fabricating reinforcement for RCC work including strainghtening, cutting bending placing in position and binding (including cost of binding wire) all complete up to floor three level. Thermo-Mechanically Treated bars (Conforming of relevent IS code). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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