View Bid Results For Hdpe Geomembrane Tenders

We found 36 Bid Results related to hdpe geomembrane tenders. You can find Contractor details who won hdpe geomembrane tenders along with contract details in Bid awards announcements section.

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Showing 1–1 of 36 tenders matching your filters
1.
Agriculture #10842094 AOC
Bids Are Invited For Laminated High Density Polyethylene (Hdpe) Woven Geomembrane For Water Proof Lining (V2) As Per Is 15351 (Q2) Total Quantity : 24300
Contract Date: Ref. Documents Contract Value : ₹ 27.70 Lakh
Government Departments No of Bidders 3
Kerala View Result →
2.
Rural Development #10658629 Price Bid
Supplying Various Types Of Material For Repairs To P.T At.Naroli Tal.Baramati Dist.Pune.-Black Soil 2 Murum 3 Stone 4 Plastic Film 500 Micron Hdpe Geomembrane Film 5 Excavation Machine
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
3.
Public Administrative Department #10231025 Price Bid
Construction Of Earthen Pond 25 Lakhs Litre Capacity With Hdpe Liner And Geomembrane For Rain Water Harvesting At Taeela Village Chowra 4Th Call
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Andaman And Nicobar Islands View Result →
4.
Public Administrative Department #10147779 Price Bid
Construction Of Earthen Pond 25 Lakhs Litre Capacity With Hdpe Liner And Geomembrane For Rain Water Harvesting At Taeela Village Chowra 3Rd Call
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Andaman And Nicobar Islands View Result →
5.
Public Administrative Department #10147773 Price Bid
Construction Of Earthen Pond 28 Lakhs Litre Capacity With Hdpe Liner And Geomembrane For Rain Water Harvesting At Raiheon Village Chowra 3Rd Call
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Andaman And Nicobar Islands View Result →
6.
Public Administrative Department #10147768 Price Bid
Construction Of Earthen Pond 20 Lakhs Litre Capacity With Hdpe Liner And Geomembrane For Rain Water Harvesting At Kuitasuk Village Chowra 3Rd Call
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Andaman And Nicobar Islands View Result →
7.
Public Administrative Department #10147763 Price Bid
Construction Of Earthen Pond 24 Lakh Litre Capacity With Hdpe Liner And Geomembrane For Rain Water Harvesting At Alhait Village Chowra 2Nd Call
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Andaman And Nicobar Islands View Result →
8.
Public Administrative Department #10147755 Price Bid
Construction Of Earthen Pond 20 Lakh Litre Capacity With Hdpe Liner And Geomembrane For Rain Water Harvesting At Chongamong Village Chowra 2Nd Call
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Andaman And Nicobar Islands View Result →
9.
Housing Urban and Rular Development #9841168 AOC
Tender for Hdpe Geomembrane Lined Tank (500 Micron) Capacity 12800 Litre
Contract Date: Mar 20, 2026 Contract Value : ₹ 8.99 Lakh
Government Departments No of Bidders 5
Uttarakhand View Result →
Maharashtra View Result →
11.
Rural Development #9368463 Technical Bid
Tender For Repairs to P.T@ Kalambhir Tal.Sakri Dist.Dhule - Excavation in all kinds of Soil Including boulders up to 0.60 m. Diameter(0.113 Cum.) for canal/Catch water drains etc. and palcing the excavated stuff neatly in dump area or for formation of survice road / Embankment as directed including cost of all materials, machinary,labour,dressing bed and sides to required level and profile etc.complete with lead up to 1.00 km.and 6.00 m. lift.etc Soil 2 Hard Murum 3 Soft Rock 4 Providing Cut of trench filling using selected impervious soil from approved Barrow Areas including cost of materials, Machinary, labour, all other operatioin such as collection of soil in layer of specified thickiness, sorting out,breaking clouds,levelling,sectioning edges/sides,watering ,compacting each layer to density control of not less than 95 percent or as slipulated using power roller etc. complete with lead up to 1 km. for water and 6.00 m. Lift.. compld. Available 5 Borrow 6 Providing and laying plastic film 500 micron HDPE Geomembrane film conforming to IS 15351 : 2015 Type II as per specification including laying etc. compltd. 7 Providing Casing embankement using selected pervious material available directely from excavation in layers including cost of material Machinary, labour, all other operatioin such as collection of soil in layer of specified thickiness, sorting out,breaking clouds,levelling,sectioning edges/sides,watering ,compacting each layer to density control of not less than 95 percent or as slipulated using power roller etc. complete with lead up to 1 km. for water and 6.00 m. Lift.Avaiable 8 Borrow 9 Removing and stackingold dry pitchingmaterial to steam side as directed etc. compld. 10 Providing and constructing 230 mm thick Dry rubble stone pitching with pin headers at 2 per sq.m using stones…..etc Available 11 Borrow 12 Providing and laying in situ cement concrete of grade M-15 of trap/granite/quartzite/graded metal for PCC with or without surface reinforcement/RCC concreting requiring heavy or special type of shuttering etc complete with an initial lead 50.00 m and lift of 1.50 m (40 MSA) 13 Providing treatement for subemergandce area including the cleaning the site and removing excavated stuff and deposited allavial from subemargence with shepping the bank of waterbodies to improve and srengthen to subemargence area 14 Lead For Material To be Dumping Outside 15 Providing and fixing Name Board ( Painting on Bandhara ) 16 Add 1 % for Insurance 17 Add 12%GST 18 Add for Royalty Charges 19 Add for Sand DMF 20 Contractor should quote rate on civil work i.e 1434299.10 /- The amount Of Incurance,Royalty,DMF,GST are Rs1996457.25/- Total Tender Amount May be1996457.25 /-
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 12
Maharashtra View Result →
12.
Public Administrative Department #9368401 AOC
Tender For Vengurla Water Supply Scheme Tal- Vengurla, Estimate For Repairs Work Of Narayan Talav-Cutting trees on embankment bund earth on down stream side of Narayan tank as directed by Engineer- in -charge etc. complete. 2 Item No.2: Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete 3 Item No.3: Excavation for foundation / pipe trenches in hard rock and concrete road by chiseling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and leveling the bed, removing the excavated material up to a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. 4 Item No.4: Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete.P.C.C.1:2:4 (M-150) 5 Item No.5 : Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) 6 Item No.6 : Providing and casting in situ C.C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement)A) For RCC M-300 gradeVertical Walls 7 Item No.7 :Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire).(Bd-F-17/306) 8 Item No.8 : Dewatering the excavated trenches and pools of water in the building trenches / pipe line trenches, well work by using pumps and other devices including diposing off water to safe distance as directed by Engineer-in-charge ( including cost of machinery, labour, fuel ) etc. complete. 9 Item No.9 : Providing & spreading the 50 mm thick sand below & above the geomembrane on entire area including the lead charges As per rate anlysis 10 Item No.10 : Provoding and laying HDPE Geo membrane sheet of following thickness 100 acid,alkali proof, 100reinforced sealing quality,every joints elecrtonically welded as per relevant IS specification and placing in proper position on prepared bed on foundation/embankment with welding the joints of sheet using hot sedge and exrusion welding techniques according to the liner manufactures specifications at ambient temperatures of 5 degree C to 45 degree C including etc. complete. 500 micron 11 Item No. 11 :-Desilting the Supply Well, Intake Well / Head Works,/ lake basin, sump of water supply/ sewerage works etc. in wet or dry condition including lifts up to 9.0 M and lead up to 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. 12 Item No.12 :Providing structural designs for R.C.C. structures as per the relevant IS codes taking approval from the authorities,getting designs checked from proof consultants approved by MJP or reputed NITs / IIT,s / Engineering Collage with complete drawings etc complete. 13 Item No.13 : Providing cut off trench filling using selected impervious soil from approved borrow areas (Private land-contractors own material ) including cost of all materials, machinery,labour,allother operations such as collection of soil, spreading soil in layerof specified thickness, sortingout, breakingclods, levelling, section ingedges/sides, watering, compacting each layer to densitycontrolofnotlessthan95%of Proctor density using vibratory compactor including cost of water etc.complete with lead up to1km for water and all lifts as directed. 14 Item No.14 : Filling in plinth and floors / trenches with contractors murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263) 15 Item No.15:Providing and constructing 300 mm thick dry rubble stone pitching with pin header sat 2 per sqm using stone sand stone chips from approved source including cost of allmaterials, labour,machinary, handpacking/ wedging stone chips, finishingetc. ,complete with lead upto 1km and all lifts as directed.
Contract Date: Mar 20, 2026 Contract Value : ₹ 61.76 Lakh
Local Bodies No of Bidders 3
Maharashtra View Result →
13.
Public Administrative Department #9363916 Technical Bid
Tender For Ward No. 95 To Create An Artificial Lake For Ganpati Visarjan. - Excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directedetc. complete.(By/manaualMeans )a) Upto 1.50m lift 2 Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMCas per MORTH specification clause 3003 3 Providing and Laying HDPE Geomembrane sheet of following thickness 100% acid, alkali proof, 100% reinforced sealing quality, every joint electronically welded, as per relevant IS specification and placing in proper position on prepared bed on foundation/ embankment with welding the joints of sheet using hot sedge and extrusion welding techniques according to the leanier manufaturers specifications at ambient temperatures no5qC to 45qC including all taxes and labour for jointing and placing etc. complete. 500 MICRON 4 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material 5 supplyAggregate 10 mm 6 Spreading 10 mm Aggregate for side width etc. complete 7 Compacting the 10 mm Aggregate side widths including laying in layers on eachside with power roller including artificial watering etc. complete. 8 Providing / Fixing Ballies, Bamboo, Sheets For Baraketing/ Temporary Closing the Traffic as Directed by Engineer in Charge. ( As Per Market Rate) 9 Providing and Fixing Temporary Stage, Mike & Speakers for Ganapati Visarjan Well Area Etc As Directed By Engineer In Charge 10 Providing and Fixing Tables & Chairsfor Ganapati Visarjan Well Area Etc As Directed By Engineer In Charge Chair 11 table 12 Providing direction sign and stage banner for Ganapati Visarjan Well Area Etc As Directed By Engineer In Charge 13 Refilling th etrenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layers with all leads and lfts including consolidation, surcharging, etc. complete.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Maharashtra View Result →
14.
Heavy Industries and Public Enterprises #9137256 Technical Bid
Providing And Laying Hdpe Geomembrane With Cover Of Soil For Protection And To Avoid Lifting Of Geomembrane At Chromium Dump Khanchandpur Rania Distt. Kanpur Dehat
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Uttar Pradesh View Result →
15.
Agriculture #8977891 Technical Bid
Supply Of Npk, Vermicompost, Micronutrient And Hdpe Geomembrane Pond Liner. , Npk , Vermicompost , Micronutrient , Hdpe Geomembrane Pond Liner
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Manipur View Result →
16.
Rural Development #8414918 AOC
Tender For 8. Repair P.T At Jogawadi Tal Baramati Dist.Pune - Cleaning cutting thorny,shrubs,bushes,grass with 15 m lead & all lifts etc. complete. 2 Removing the existing pitching including stacking depositing as directed includingift etc. completed. 3 Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed .A) For C.O.T. 4 Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed .A) For C.O.T. C) Removing of Casing Zone. Stripping 5 Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed . A) For C.O.T. 6 Excavation in Hard Rock of all toughness by breaker including boulders above 0.6 m dia. (0.113Cum) minimizing damage to side slopes of excavation and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 15 m and all lift as directed . A) For C.O.T. 7 Providing and Laying plastic film 500 micron HDPE Geomembrane film confirming to IS 15351-2015 Type II as per specification including laying etc complete 130.00 X 15 = 1950.00Sq.m 8 Providing Cut of trench Filling using with seleted impervious soil from approved barrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed.A) Borrow 9 Construction of embankment forHearting zone with selected material directly from borrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. B) Borrow 10 Construction of embankment forCasing zone with selected material directly directly available from excavation materialsncluding cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. A) Available 11 Construction of embankment forCasing zone with selected material directly from borrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. 12 Providing and construction 230 mmthick Dry stone pitching with pin headers at 2 per sq.m using stones pitching with pin header at 2 per sq.m using stone & stone chips from approved source including cost of all material,machiner,labour,hand packingetc.completed withlead of 50m.and lift etc. complete. A) Available 13 Providing and construction 230 mmthick Dry stone pitching with pin headers at 2 per sq.m using stones pitching with pin header at 2 per sq.m using stone & stone chips from approved source including cost of all material,machiner,labour,hand packingetc.completed withlead of 50m.and lift etc. complete. B) Borrow 14 Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge. 15 Soil 16 Murum 17 Rubble
Contract Date: Oct 21, 2025 Contract Value : ₹ 9.77 Lakh
Government Departments No of Bidders 19
Maharashtra View Result →
17.
Rural Development #8411857 AOC
Tender For 16. Repairs To P.T At Vasunde Tal- Daund Dist.Pune. - Cleaning cutting thorny, shrubs, bushes, grass with 15 m lead & all lifts etc. complete. Removing the existing pitching including stacking depositing as directed includingift etc. completed. Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road /embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain/catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 Excavation in Hard Rock of all toughness by breaker including boulders above 0.6 m dia. (0.113Cum) minimizing damage to side slopes of excavation and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 15 m Providing and Laying plastic film 500 micron HDPE Geomembrane film confirming to IS 15351-2015 Type Il as per Providing Cut of trench Filling using with seleted impervious soil from approved barrow area including cost of all materials, machimery, labour, all other operation such as collection of soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including watering and with lead up to 1 Construction of embankment for Hearting zone with selected material directly from borrow area including cost of all materials, machimery, labour, all other operation such as collection of soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning egde side watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including watering and with lead up to 1 Construction of embankment for Casing zone with selected material directly directly available from excavation materialsncluding cost of all materials, machimery, labour, all other operation such as collection of soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning egde side watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including Construction of embankment for Casing zone with selected material directly from borrow area including cost of all materials, machimery, labour, all other operation such as collection of soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning egde side watering, compacting each layer to density control of not less than 95 percent or as stipulated Providing and construction 230 mm thick Dry stone pitching with pin headers at 2 per sq.m using stones pitching with pin header at 2 per sq.m using stone & stone chips from approved source including cost of all material, machiner, labour, hand packing Providing and construction 230 mm thick Dry stone pitching with pin headers at 2 per sq.m using stones pitching with pin header at 2 per sq.m using stone & stone chips from approved source including cost of all material, machiner, labour, hand packing Providing and laying in situ Cement Concrete of grade M-15 of trap/granite/gneiss/quartzite / graded metal for PCC with or without surface reinforcement/RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C. pile caps, footings, undations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. Including cutting, bending, hooking the bars, binding with Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border/letters/numeral/arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.l. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement cement steel Coase Aggregate Fine Aggregate Concrete Cube Soil Murum Rubble
Contract Date: Oct 21, 2025 Contract Value : ₹ 13.65 Lakh
Government Departments No of Bidders 10
Maharashtra View Result →
18.
Rural Development #8411836 AOC
Tender For 3. Repairs To P.T At Dalimb Vitthalban Tal Daund Dist Pune - Cleaning cutting thorny,shrubs,bushes,grass with 15 m lead & all lifts etc. complete. 2 Removing the existing pitching including stacking depositing as directed includingift etc. completed. 3 Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed . 4 Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed . 5 Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed . 6 Excavation in Hard Rock of all toughness by breaker including boulders above 0.6 m dia. (0.113Cum) minimizing damage to side slopes of excavation and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 15 m and all lift as directed . 7 Providing and Laying plastic film 500 micron HDPE Geomembrane film confirming to IS 15351-2015 Type II as per specification including laying etc complete 90.00 X 15.00= 1350.00Sq.m 8 Providing Cut of trench Filling using with seleted impervious soil from approved barrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed.A) Borrow 9 Construction of embankment forHearting zone with selected material directly from borrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. B) Borrow 10 Construction of embankment forCasing zone with selected material directly directly available from excavation materialsncluding cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. A) Available 11 Construction of embankment forCasing zone with selected material directly from borrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. 12 Providing and construction 230 mmthick Dry stone pitching with pin headers at 2 per sq.m using stones pitching with pin header at 2 per sq.m using stone & stone chips from approved source including cost of all material,machiner,labour,hand packingetc.completed withlead of 50m.and lift etc. complete. A) Available 13 Providing and construction 230 mmthick Dry stone pitching with pin headers at 2 per sq.m using stones pitching with pin header at 2 per sq.m using stone & stone chips from approved source including cost of all material,machiner,labour,hand packingetc.completed withlead of 50m.and lift etc. complete. B) Borrow 14 Providing and laying in situ Cement Concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 1.0 km. and all lift as directed (A) M-15 (20 MSA) (Cement 5.64 bags/Cum) 15 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, undations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. Including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed. 37.50 X 8.00 kg /cum = 1.116 16 Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge. 17 cement 18 steel 19 Coase Aggregate 20 Fine Aggregate 21 Concrete Cube 22 Soil 23 Murum 24 Rubble
Contract Date: Oct 20, 2025 Contract Value : ₹ 17.36 Lakh
Government Departments No of Bidders 8
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19.
Rural Development #8403541 AOC
Tender For 4. Repairs To P.T At Bhivari Amrai Tal Purandar Dist.Pune. - Cleaning cutting thorny,shrubs,bushes,grass with 15 m lead & all lifts etc. complete. 2 Removing the existing pitching including stacking depositing as directed includingift etc. completed. 3 Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed . 4 Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed . 5 Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed . 6 Excavation in Hard Rock of all toughness by breaker including boulders above 0.6 m dia. (0.113Cum) minimizing damage to side slopes of excavation and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 15 m and all lift as directed . 7 Providing and Laying plastic film 500 micron HDPE Geomembrane film confirming to IS 15351-2015 Type II as per specification including laying etc complete 200X 17.00 = 3400.00Sq.m 8 Providing Cut of trench Filling using with seleted impervious soil from approved barrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed.A) Borrow 9 Construction of embankment forHearting zone with selected material directly from borrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. B) Borrow 10 Construction of embankment forCasing zone with selected material directly directly available from excavation materialsncluding cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. A) Available 11 Construction of embankment forCasing zone with selected material directly from borrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. 12 Providing and construction 230 mmthick Dry stone pitching with pin headers at 2 per sq.m using stones pitching with pin header at 2 per sq.m using stone & stone chips from approved source including cost of all material,machiner,labour,hand packingetc.completed withlead of 50m.and lift etc. complete. A) Available 13 Providing and construction 230 mmthick Dry stone pitching with pin headers at 2 per sq.m using stones pitching with pin header at 2 per sq.m using stone & stone chips from approved source including cost of all material,machiner,labour,hand packingetc.completed withlead of 50m.and lift etc. complete. B) Borrow 14 Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 1.0 km. and all lift as directed (A) M-15 (20 MSA) (Cement 5.64 bags/Cum) 10X 1.10 X 3.50= 38.50 15 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, undations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. Including cutting, bending, hooking the bars, binding with wires or tack weldingsupporting as required complete as directed.38.50 X 7.50 kg /cum = 0.289 16 Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge. 17 cement 18 steel 19 Coase Aggregate 20 Fine Aggregate 21 Concrete Cube 22 Soil 23 Murum 24 Rubble
Contract Date: Oct 20, 2025 Contract Value : ₹ 32.64 Lakh
Government Departments No of Bidders 5
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20.
Rural Development #8403537 AOC
Tender For 4. Repair To P.T. At Tamhanwadi Tal - Daund Dist - Pune. - Clearingcuttingthornyshurbsbushes mooley hills etc.in a nalla and drainincluding alll lifts and leadupto 15 M. and depositingas directed. 2 Item No. 2:-Removing the existing pitching including stacking depositing as directed includingift etc. completed. 3 Item No. 3 :- Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. 4 Item No. 4 :-Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift 5 Item No. 5 :-Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. 6 Item No. 6 :-Excavation in Hard Rock of all toughness by breaker including boulders above 0.6 m dia. (0.113Cum) minimizing damage to side slopes of excavation and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 15 m and lift up to 6 m. 7 Item No. 7 :-Providing and Laying plastic film 500 micron HDPE Geomembrane film confirming to IS 15351-2015 Type II as per specification including laying etc complete 8 Item No. 8 :- Providing Cut of trench Filling using with seleted impervious soil from approved barrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed.A) Borrow 9 Item No. 9 :- Construction of embankment forHearting zone with selected material directly from borrow area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. B) Borrow 10 Item No. 10 :- Construction of embankment forCasing zone with selected material directly directly Available from excavation materialsncluding cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. A) Available 11 Item No. 11 :- Construction of embankment forCasing zone with selected material directly from Borrow Area including cost of allmaterials,machimery,labour,all other operation such as collection of soil in layer of specified thickness,sorting out,breaking clods,levelling, sectioning egde side watering,compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactorincluding watering and with lead up to 1 km & all lifts as directed. 12 Item No. 12 :-Providing and construction 230 mmthick Dry stone pitching with pin headers at 2 per sq.m using stones pitching with pin header at 2 per sq.m using stone & stone chips from approved source including cost of all material,machiner,labour,hand packingetc.completed withlead of 50m.and lift etc. complete. A) Available 13 Item No. 13 :- Providing and construction 230 mmthick Dry stone pitching with pin headers at 2 per sq.m using stones pitching with pin header at 2 per sq.m using stone & stone chips from approved source including cost of all material,machiner,labour,hand packingetc.completed withlead of 50m.and lift etc. complete. B) Borrow 14 Item No. 14 :- Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge. 15 Item No. 15 :- Testing chargesa) Cement 16 b) Steel 17 c) Coarse Aggregate 18 d) Fine Aggregate 19 e) Concrete Cube 20 f) Soil 21 g) Murum 22 h) Rubble
Contract Date: Oct 20, 2025 Contract Value : ₹ 20.03 Lakh
Government Departments No of Bidders 6
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21.
Rural Development #8391244 AOC
Tender For Repair Of P.T.At Mhalunage Tal. Khed Dist. Pune - Labour charges for removing grass, thorny shrubs, Jungli shrub, Kubabul and alike grass along and in the drain / canal making the ground clean by showel and phavaras etc. complete. 2 Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. 3 Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift 4 Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. 5 Excavation in Hard Rock of all toughness by breaker including boulders above 0.6 m dia. (0.113Cum) minimizing damage to side slopes of excavation and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 15 m and lift up to 6 m. 6 Providing cut off trench filling using selected impervious soil from approved borrow areas including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller etc., complete with lead up to1 km and 6m lifts. 7 Dismantling of dryrubble stone pitching incl stacking all materials with lead & lifts etc comp as directed 8 Providing hearting embankment using selected impervious soil from directly available from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc., complete with lead up to1 km and all lifts as directed. 9 Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead up to1 km for watering and 6m lift. 10 Providingcasing embankment using selected pervious m aterial from approved borrow areas (Government acquired land) in layers of including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc., complete with lead up to1 km and all lifts as directed. 11 Providing and constructing 230 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc complete with lead up to 50 m and all lifts as directed. Available (labour rate) 12 Providing and constructing 230 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc complete with lead up to 50 m and all lifts as directed. 13 Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m. & lift of 1.5 m. (A) M-15 (20 MSA) (Cement 5.64 bags/Cum) 14 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending hooking the bars, binding with wires or tack welding and supporting as required complete. 15 Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge. 16 Testing Charges For Soil 17 Testing Charges For Murum 18 Testing Charges For Rubble 19 Testing Charges For Cement 20 Testing Charges For Sand 21 Testing Charges For Coarse Aggregate 22 Testing Charges For Concrete Cube 23 Testing Charges For Steel 24 Cutting down trees incl cutting trunks & Branches & stacking the material as directed with 15 m lead & lift uoto 1.50 m etc comp incl up roofing & refilling the pit with material as directed.A) Girth between 30cm to 60 cm 25 Providing & laying plastic film 500 micron HDPE Geomembrane film confirming to IS:15351:2015 Type II as per specification incl etc comp
Contract Date: Oct 20, 2025 Contract Value : ₹ 36.49 Lakh
Government Departments No of Bidders 7
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22.
Agriculture #6896319 AOC
Bids Are Invited For Pond Liner Hdpe Geomembrane Sheet Total Quantity : 5800
Contract Date: Ref. Documents Contract Value : ₹ 5.51 Lakh
Government Departments No of Bidders 8
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23.
Drinking Water Supply and Sanitation #6769482 AOC
Relining Of Sirhind Feeder From Rd 119700-121000 - Dismantling cement concrete 1:3:6 coping on left and right side bank of Sirhind Feeder/Rajasthan Feeder including loading & unloading, carriage and disposal of dismantled material with all leads & lifts. 2 Dismantling existing tile lining on side slopes and bed of Sirhind Feeder/Rajasthan Feeder including loading, unloading, carriage and disposal of dismantled materials with all leads and lifts. 3 Excavation in soil using J.C.B and Hydraulic Tractor trolley with disposal up to 450 mtrincluding cutting and loading in trolley, trimming bottom and side slopes in accordance with requirement of grades and X-Sections and Transporting to the embankment locations with all lift and leads. 4 Silt clearance of channels undressed and disposal of the same complete in all respect,as per instructions of the Engineer incharge including all leads & lifts, loading & unloadingat proper place to be arranged by the agency/contractor himself. 5 Excavation in soil (any type) using hydraulic excavator CK 90 excavation with hydaulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes,in accordance with requirements of lines grades and X-sections including all lifts and combined leads upto 30 mtr. 6 Rehandling of Earth work with average lead 15 metres complete in all respect, as per instructions of the Engineer incharge.NOTE: The work may be executed manually or by machinery. 7 Extra for dressing of earth work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge . 8 Extra for dressing of dowels complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. 9 Extrafor laying earth as per specifications for compaction in 200 mm layers & compacted to about 150 mm, watering, rolling and compaction to achieve maximum DBD of 98% at optimum moisture content including dessing complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge. 10 Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge i)Depth 0 to 1.50 Meter 11 Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge ii) Depth exceeding 1.50 meters But up to 3.00 meters. 12 Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge iii) Depth exceeding 3.00 meters. But up to 4.50 meters. 13 Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge iv) Depth exceeding 4.50 meters But up to 6.00 meters. 14 Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge v) Depth exceeding 6.00 meters But up to 7.50 meters. 15 Dressingand preparation of sub grade (in earth work)for lining complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge i) Bed 16 Dressingand preparation of sub grade (in earth work)for lining complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge ii) Side Slopes 17 Supply and laying first layer of graded filter with coarse sand, F.M. 1.5 or above against sub grade or in damaged portion/patch including loading, unloading and carriage of coarse sand from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge i) Bed 18 Supply and laying first layer of graded filter with coarse sand, F.M. 1.5 or above against sub grade or in damaged portion/patch including loading, unloading and carriage of coarse sand from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge ii) Side Slopes 19 Supply and laying second layer of filter material with graded gravel 5 to 20 mm including loading, unloading and carriage of materialfrom approved quarry, grading of material and compactionin bed, side slopesetc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge i) Bed 20 Supply and laying second layer of filter material with graded gravel 5 to 20 mm including loading, unloading and carriage of materialfrom approved quarry, grading of material and compactionin bed, side slopesetc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge ii) Side Slopes 21 Supply and laying of HDPE Geomembrane 750 Micronthicknesstextured type for Side slopes as approved by engineer in chargepasting on both faces,, including layingin position,anchorage, carriage to site, jointing/welding etc. complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge . 22 Supply and laying of HDPE Geomembrane 750 Micronthickness for Bed as approved by engineer in chargepasting on both faces,, including layingin position,anchorage, carriage to site, jointing/welding etc. complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge . 23 Filling expansion joints with special impervious hot pour 12.5mm wide 24 Supply of PVC water stop 150X10 mm for use in construction jonts, complete in all respects as per drawings, design, specifications and the instructions of the Engineer in charge. 25 Supply and fixing in bed PVC Pressure Relief valve in plate & socket type design having zero backwater leakages with housing pipe of nominal outer dia 160 mm (working presure 0.4 MPa), having length of 430 mm and strainer pipe of nomial dia 110mm (working presure 0.6 MPa), complete in all respect as per design, drawing & specifications & the instructions of the Engineer incharge. 26 Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge i) In bed & curved portion. 27 Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge ii) In side slopes up to 3.50 Mtr Height. 28 Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge iii) In side slopes from 3.50 Mtr. to 5.50 Mtr Height. 29 Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge iv) In side slopes from 5.50 Mtr. to 7.50 Mtr Height. 30 Providing and laying (in position) design mix concrete M-15 (using cement content not less than minimum cement as specified in I.S.456:2000)manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 150mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge,Coping. 31 Providing and laying (in position) design mix concreteM-20using Cement content not less than minimum Cement as specified in I.S.456:2000 for reinforced concrete lining manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100 mm thick in bed, bed curve and side slopes including cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals (excluding cost of PVC seals) Supply and application of primer for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing,supplyof Fe-500 grade high yield strength deformedsteelbars of 12 mm dia as per IS 1786-2008 for RCC works,bending, binding and placing in position in bed and side slopes of liningincluding loading & unloading andcarriage of steel to site of work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. 32 Manufacturing and laying on bed, sides & curved portion, precast cement concrete sleepers of M-15 concrete, 225 mm wide & 110 mm thick and upto 600 mm length including supply, carriage, all leads and lifts,loading and unloadingof all materials,curing,complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge. 33 Providing safety ladders on side slopes of lining in cement concrete M-15 includingfixing iron rungs 25 mm diameter of steel having anti-corrosive properties supported with 10 mm dia longitudinal bars, dismantling of existing lining, excavation of earth and disposal of earth and dismantled material with all leads & lifts at disposal site to be arranged by agency himself, including supply and carriage of cement at site of work, supply & carriage ofsteel,bending, binding and placing in position , supply & carriage of coarse sand and shingle from approved quarry & curing complete in all respect, as per drawings, design, specifications & the instructions of the Engineerincharge. 34 Making dewatering arrangements inclusive of running, operation and maintenance of equipment to provide dry condition at working place for lining, longitudinal /transverse drain etc & provision of digging & filling ofdrains for disposalof water as per the instructions of the Engineer incharge. The rate shall be inclusive of filter material, if required, to be provided to prevent fine particles in the adjecent ground to be carried away by flowing water and to prevent clogging of the system. Note:- The dewatering executed during delayed period of execution beyond the construction schedule shall not be paid when delay is attributable to the contractor. 35 Providing Tractor 24 H.P. for running 4” x 4” pumping set for open dewatering 36 Providing & Filling expansion joint with gun grade polysulphide sealant of size 12mm*12mm on top with base of backer rodsincluding primer complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. 37 Providing and fixing distance marks complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge . 38 Jungle clearance on running canal with discharge more than 9 Cum/s. Heavy 39 Supply and fixing in side slopesPVC Pressure Relief valvein plate & socket type design having zero backwater leakages with housing pipe of nominal outer dia 160 mm (working presure 0.4 MPa), having length of 750 mm and strainer pipe of nominal outer dia 110mm (working presure 0.6 MPa), complete in all respect as per design, drawing & specifications & the instructions of the Engineer incharge.The rate shall be inclusive of dismantling existing lining(if required), excavation of PRV side pocket and disposal of dismantled material/earth with all leads and lifts, supply, carriage, loading & unloading, laying & compaction etc. of filter material consisting of sand and gravels complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge. 40 Making drainage arrangements behind lining by excavating longitudinal drains of trapezodial section in the bed of channel and disposal ofearth with all leads & lifts, loading & unloading, dressing the bottom and sides of the drain, and the items given below complete in all respects as per drawings, design, specifications & the instructions of the Engineer incharge : i) Providing andlaying of filter materialfor drains consisting of coarse sand of FM 1.50 or above, gravelsof nominal size 5-20 mm and 20-40 mm including carriage, loading & unloading, grading, laying and compaction.ii) Providing and laying perforated PVC pipe of nominal outer dia 160 mm (working pressure 0.6 MPa)into drains for all depths with correct alignment, gradient, levels, cutting & jointing etc including fixing in position PVC tees, cross, cap and other requiredfittings for PVC pipesincluding all materials, carriage,loading, unloading and all leads & lifts etc. 41 Making Drainage arrangements behind lining by excavating transverse drains of trapezoidal section in the bed of channel and disposal of earth with all leads & lifts loading &unloading dressing the bottom and sides of the drain and the items given below complete in all respects as per drawings design specification & the instructions of the Engineer incharge.i)Providing and laying of filter material for drains consisting of 200 gsm. Geo textile and gravels of nominal size 20-40 M.M including placing, anchorage of Geo-textile, carriage, loading and unloading, grading and compaction.ii)Providing and laying perforated PVC pipe of nominal outer dia 160 mm (working pressure 0.6 MPa) in drains for all depths with correct alignment, gradient,levels, cutting and jointing etc. including fixing in position PVC tees.cross cap and other required fitting for PVC pipe including all materials, carriage loading , unloading and all lead & lifts. 42 Fillingempty cement Bagswith good earth & laying in position in water conditions including supply & carriage of E.C. Bags & good earth and cost of material such as string, etc complete in all respect as per drawing, design, specifications and as per instructions of Engineer in charge . 43 Fillingempty cement Bagswith good earth & laying in position in Dry conditions including supply & carriage of E.C. Bags & good earth and cost of material such as string, etc complete in all respect as per drawing, design, specifications and as per instructions of Engineer in charge . 44 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 metres. 45 Supply and laying of filter material with graded gravel 5 to 40 mm including loading, unloading and carriage of material from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge. 46 Filling Stones or spalls into crates and Hand Packing including cost of Boulder stone (Weight 18-40 Kg. and with weight upto 18Kg. Not exceeding 10% of total quantity of Boulder Stone) Carriage of Boulder stone from quarry site to site of work including loading, unloading. 47 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh i/c supply and carriage of MS Annealed wire. 48 Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M-50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge. 49 Any Other Item(CSR+SP)
Contract Date: Feb 05, 2025 Contract Value : ₹ 4.32 Crore
Government Departments No of Bidders 2
Punjab View Result →
24.
Drinking Water Supply and Sanitation #6769480 AOC
Relining Of Sirhind Feeder From Rd 121000-122500 - Dismantling cement concrete 1:3:6 coping on left and right side bank of Sirhind Feeder/Rajasthan Feeder including loading & unloading, carriage and disposal of dismantled material with all leads & lifts. 2 Dismantling existing tile lining on side slopes and bed of Sirhind Feeder/Rajasthan Feeder including loading, unloading, carriage and disposal of dismantled materials with all leads and lifts. 3 Excavation in soil using J.C.B and Hydraulic Tractor trolley with disposal up to 450 mtrincluding cutting and loading in trolley, trimming bottom and side slopes in accordance with requirement of grades and X-Sections and Transporting to the embankment locations with all lift and leads. 4 Silt clearance of channels undressed and disposal of the same complete in all respect,as per instructions of the Engineer incharge including all leads & lifts, loading & unloadingat proper place to be arranged by the agency/contractor himself. 5 Excavation in soil (any type) using hydraulic excavator CK 90 excavation with hydaulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes,in accordance with requirements of lines grades and X-sections including all lifts and combined leads upto 30 mtr. 6 Rehandling of Earth work with average lead 15 metres complete in all respect, as per instructions of the Engineer incharge.NOTE: The work may be executed manually or by machinery. 7 Extra for dressing of earth work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge . 8 Extra for dressing of dowels complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. 9 Extrafor laying earth as per specifications for compaction in 200 mm layers & compacted to about 150 mm, watering, rolling and compaction to achieve maximum DBD of 98% at optimum moisture content including dessing complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge. 10 Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge i)Depth 0 to 1.50 Meter 11 Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge ii) Depth exceeding 1.50 meters But up to 3.00 meters. 12 Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge iii) Depth exceeding 3.00 meters. But up to 4.50 meters. 13 Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge iv) Depth exceeding 4.50 meters But up to 6.00 meters. 14 Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge v) Depth exceeding 6.00 meters But up to 7.50 meters. 15 Dressingand preparation of sub grade (in earth work)for lining complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge i) Bed 16 Dressingand preparation of sub grade (in earth work)for lining complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge ii) Side Slopes 17 Supply and laying first layer of graded filter with coarse sand, F.M. 1.5 or above against sub grade or in damaged portion/patch including loading, unloading and carriage of coarse sand from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge i) Bed 18 Supply and laying first layer of graded filter with coarse sand, F.M. 1.5 or above against sub grade or in damaged portion/patch including loading, unloading and carriage of coarse sand from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge ii) Side Slopes 19 Supply and laying second layer of filter material with graded gravel 5 to 20 mm including loading, unloading and carriage of materialfrom approved quarry, grading of material and compactionin bed, side slopesetc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge i) Bed 20 Supply and laying second layer of filter material with graded gravel 5 to 20 mm including loading, unloading and carriage of materialfrom approved quarry, grading of material and compactionin bed, side slopesetc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge ii) Side Slopes 21 Supply and laying of HDPE Geomembrane 750 Micronthicknesstextured type for Side slopes as approved by engineer in chargepasting on both faces,, including layingin position,anchorage, carriage to site, jointing/welding etc. complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge . 22 Supply and laying of HDPE Geomembrane 750 Micronthickness for Bed as approved by engineer in chargepasting on both faces,, including layingin position,anchorage, carriage to site, jointing/welding etc. complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge . 23 Filling expansion joints with special impervious hot pour 12.5mm wide 24 Supply of PVC water stop 150X10 mm for use in construction jonts, complete in all respects as per drawings, design, specifications and the instructions of the Engineer in charge. 25 Supply and fixing in bed PVC Pressure Relief valve in plate & socket type design having zero backwater leakages with housing pipe of nominal outer dia 160 mm (working presure 0.4 MPa), having length of 430 mm and strainer pipe of nomial dia 110mm (working presure 0.6 MPa), complete in all respect as per design, drawing & specifications & the instructions of the Engineer incharge. 26 Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge i) In bed & curved portion. 27 Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge ii) In side slopes up to 3.50 Mtr Height. 28 Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge iii) In side slopes from 3.50 Mtr. to 5.50 Mtr Height. 29 Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge iv) In side slopes from 5.50 Mtr. to 7.50 Mtr Height. 30 Providing and laying (in position) design mix concrete M-15 (using cement content not less than minimum cement as specified in I.S.456:2000)manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 150mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge,Coping. 31 Providing and laying (in position) design mix concreteM-20using Cement content not less than minimum Cement as specified in I.S.456:2000 for reinforced concrete lining manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100 mm thick in bed, bed curve and side slopes including cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals (excluding cost of PVC seals) Supply and application of primer for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing,supplyof Fe-500 grade high yield strength deformedsteelbars of 12 mm dia as per IS 1786-2008 for RCC works,bending, binding and placing in position in bed and side slopes of liningincluding loading & unloading andcarriage of steel to site of work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. 32 Manufacturing and laying on bed, sides & curved portion, precast cement concrete sleepers of M-15 concrete, 225 mm wide & 110 mm thick and upto 600 mm length including supply, carriage, all leads and lifts,loading and unloadingof all materials,curing,complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge. 33 Providing safety ladders on side slopes of lining in cement concrete M-15 includingfixing iron rungs 25 mm diameter of steel having anti-corrosive properties supported with 10 mm dia longitudinal bars, dismantling of existing lining, excavation of earth and disposal of earth and dismantled material with all leads & lifts at disposal site to be arranged by agency himself, including supply and carriage of cement at site of work, supply & carriage ofsteel,bending, binding and placing in position , supply & carriage of coarse sand and shingle from approved quarry & curing complete in all respect, as per drawings, design, specifications & the instructions of the Engineerincharge. 34 Making dewatering arrangements inclusive of running, operation and maintenance of equipment to provide dry condition at working place for lining, longitudinal /transverse drain etc & provision of digging & filling ofdrains for disposalof water as per the instructions of the Engineer incharge. The rate shall be inclusive of filter material, if required, to be provided to prevent fine particles in the adjecent ground to be carried away by flowing water and to prevent clogging of the system. Note:- The dewatering executed during delayed period of execution beyond the construction schedule shall not be paid when delay is attributable to the contractor. 35 Providing Tractor 24 H.P. for running 4” x 4” pumping set for open dewatering 36 Providing & Filling expansion joint with gun grade polysulphide sealant of size 12mm*12mm on top with base of backer rodsincluding primer complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. 37 Providing and fixing distance marks complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge . 38 Jungle clearance on running canal with discharge more than 9 Cum/s. Heavy 39 Supply and fixing in side slopesPVC Pressure Relief valvein plate & socket type design having zero backwater leakages with housing pipe of nominal outer dia 160 mm (working presure 0.4 MPa), having length of 750 mm and strainer pipe of nominal outer dia 110mm (working presure 0.6 MPa), complete in all respect as per design, drawing & specifications & the instructions of the Engineer incharge.The rate shall be inclusive of dismantling existing lining(if required), excavation of PRV side pocket and disposal of dismantled material/earth with all leads and lifts, supply, carriage, loading & unloading, laying & compaction etc. of filter material consisting of sand and gravels complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge. 40 Making drainage arrangements behind lining by excavating longitudinal drains of trapezodial section in the bed of channel and disposal ofearth with all leads & lifts, loading & unloading, dressing the bottom and sides of the drain, and the items given below complete in all respects as per drawings, design, specifications & the instructions of the Engineer incharge : i) Providing andlaying of filter materialfor drains consisting of coarse sand of FM 1.50 or above, gravelsof nominal size 5-20 mm and 20-40 mm including carriage, loading & unloading, grading, laying and compaction.ii) Providing and laying perforated PVC pipe of nominal outer dia 160 mm (working pressure 0.6 MPa)into drains for all depths with correct alignment, gradient, levels, cutting & jointing etc including fixing in position PVC tees, cross, cap and other requiredfittings for PVC pipesincluding all materials, carriage,loading, unloading and all leads & lifts etc. 41 Making Drainage arrangements behind lining by excavating transverse drains of trapezoidal section in the bed of channel and disposal of earth with all leads & lifts loading &unloading dressing the bottom and sides of the drain and the items given below complete in all respects as per drawings design specification & the instructions of the Engineer incharge.i)Providing and laying of filter material for drains consisting of 200 gsm. Geo textile and gravels of nominal size 20-40 M.M including placing, anchorage of Geo-textile, carriage, loading and unloading, grading and compaction.ii)Providing and laying perforated PVC pipe of nominal outer dia 160 mm (working pressure 0.6 MPa) in drains for all depths with correct alignment, gradient,levels, cutting and jointing etc. including fixing in position PVC tees.cross cap and other required fitting for PVC pipe including all materials, carriage loading , unloading and all lead & lifts. 42 Fillingempty cement Bagswith good earth & laying in position in water conditions including supply & carriage of E.C. Bags & good earth and cost of material such as string, etc complete in all respect as per drawing, design, specifications and as per instructions of Engineer in charge . 43 Fillingempty cement Bagswith good earth & laying in position in Dry conditions including supply & carriage of E.C. Bags & good earth and cost of material such as string, etc complete in all respect as per drawing, design, specifications and as per instructions of Engineer in charge . 44 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 metres. 45 Supply and laying of filter material with graded gravel 5 to 40 mm including loading, unloading and carriage of material from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge. 46 Filling Stones or spalls into crates and Hand Packing including cost of Boulder stone (Weight 18-40 Kg. and with weight upto 18Kg. Not exceeding 10% of total quantity of Boulder Stone) Carriage of Boulder stone from quarry site to site of work including loading, unloading. 47 Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh i/c supply and carriage of MS Annealed wire. 48 Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M-50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge. 49 Any Other Item(CSR+SP)
Contract Date: Feb 05, 2025 Contract Value : ₹ 4.45 Crore
Government Departments No of Bidders 2
Punjab View Result →
25.
Educational and Research Institute #6087912 AOC
Bids Are Invited For Pond Liner Type Of Plastic Hdpe Sheets Geomembrane (Q3) Total Quantity : 1350
Contract Date: Ref. Documents Contract Value : ₹ 1.68 Lakh
Local Bodies No of Bidders 3
Jammu And Kashmir View Result →
26.
Railways #6074435 AOC
Bids Are Invited For Laminated High Density Polyethylene (Hdpe) Woven Geomembrane For Water Proof Lining As Per Is 15351 (Q3) Total Quantity : 1500
Contract Date: Ref. Documents Contract Value : ₹ 1.72 Lakh
Government Departments No of Bidders 5
Uttar Pradesh View Result →
27.
Agriculture #5778069 AOC
Bids Are Invited For Laminated High Density Polyethylene (HDPE) Woven Geomembrane for Water Proof Lining (V2) as per IS 15351 (Q2) Total Quantity : 1800
Contract Date: Ref. Documents Contract Value : ₹ 1.90 Lakh
Government Departments No of Bidders 2
Gujarat View Result →
28.
Defence #5759660 AOC
Bids Are Invited For Hdpe Woven Geomembrane (Q3) Total Quantity : 10
Contract Date: Ref. Documents Contract Value : ₹ 34,500
Statutory Bodies & Commissions/Committees No of Bidders 3
Andhra Pradesh View Result →
29.
Educational and Research Institute #5588869 AOC
Bids Are Invited For Geomembrane Laminated Hdpe Woven Fabric ( Q3 ) Total Quantity : 1296
Contract Date: Ref. Documents Contract Value : ₹ 1.60 Lakh
Local Bodies No of Bidders 3
Jammu And Kashmir View Result →
30.
Public Administrative Department #4914464 AOC
Bids Are Invited For Laminated High Density Polyethylene ( Hdpe ) Woven Geomembrane For Water Proof Lining- As Per Is: 15351 Total Quantity : 225000
Contract Date: Ref. Documents Contract Value : ₹ 3.39 Crore
Local Bodies No of Bidders 5
Gujarat View Result →
31.
Road Transport and Highways #4469258 AOC
Bids Are Invited For Kit Lining Clutch Item 2754 2520 0109 , 59Lc001 , 8854 4206 1512 , 8854 4220 0709 , Ic 358368 , Ic 358369 , P16 137 51 P51 041 74 , P16 138 51 P51 041 75 , P16 139 51 P 51 041 76 , P26 097 51 , Pd6 006 13 , Pd6 006 14 , Pd6 006 16 , Pd6 006 17 Gemarpts Searched Kit Lining Strings Used In Gemarpts Coat Combat Disruptive Detachable Lining, Line Interactive Ups With Avr (V2), Facial Kit, Laminated High Density Gemarpts Searched Polyethylene (Hdpe) Woven Geomembrane For Water Proof Lining (V2) As Per Is 15351, Waxing Kit, Personal Safety Kit Result Generated In Gemarpts Reflective Luminous Garments, Ration Kit, Sewing Kit, Activity Based Science Learning Kit, Sdr Kit Relevant Buses Categories Selected For Notification Total Quantity : 579
Contract Date: Ref. Documents Contract Value : ₹ 2.38 Lakh
Government Departments No of Bidders 3
Gujarat View Result →
32.
Power #4445844 AOC
Bids Are Invited For M5738006093 Hdpe Geomembrane 1 Mm Thick (Q3) Total Quantity : 10000
Contract Date: Ref. Documents Contract Value : ₹ 16.61 Lakh
Boards / Undertakings / PSU No of Bidders 3
Haryana View Result →
33.
Defence #4413994 AOC
Bids Are Invited For Drive Belt , Lining Friction , Ring Sealing Torodial , Seal , Gasket , Hose , Seal Rubber Strip Drive Belt, Lining Friction, Ring Sealing Torodial, Seal, Seal, Gemarpts Searched Gasket, Gasket, Hose, Gasket, Gasket, Seal Rubber Strip, Strings Used In Gemarpts Gasket Searched String: Drive Belt Belt Drive Water Pump, High Torque Drive (Htd) Belt, Tape Drive, Hard Disk Drives, Pen Drive, Wheel Chairs (V2), Belt Trainer, Servo Control Drive - Servo Motor Operated Lvc As Per Is 9815 (Part 1), Leather Belt, V - Belts - Endless V - Belt For Industrial Purposes As Per Is 2494 Searched String: Lining Friction Disc Friction, Line Interactive Ups With Avr (V2), Pipe Friction Apparatus, Coat Combat Disruptive Detachable Lining, Intracompartmental Pressure Monitoring Set Accessories (Pressure Monitoring Line), Laminated High Density Polyethylene (Hdpe) Woven Geomembrane For Water Proof Lining (V2) As Per Is 15351, Ice Lined Refrigerator, Cat 6 Patch Cord, Automatic Line Voltage Correctors (Step Type) For Domestic Use - Is - 8448, Diaries Printed - Plain - Register Searched String: Ring Sealing Torodial U-Sealing Rings (Nimonic) (Bhel), Steel Bookcases As Per Is 7761, Cable Sealing Kit, Unplasticized Pvc Pipes For Potable Water Supplies As Per Is 4985, Gasket Sealing Compound, Towel Rail Ring For Bathroom, Vessel Sealing System, Polythene Sealing Machine (V2), Ring Binder - File Folder, 1 12Backing Ring Total Quantity : 256
Contract Date: Ref. Documents Contract Value : ₹ 1.24 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 3
Punjab View Result →
34.
Defence #3974940 AOC
Bids Are Invited For Tarpal Size: 12 X12 (Water Proof) Gemarpts Searched Tarpal Size : 12X12 (Water Proof) Strings Used In Gemarpts Bag Water Proof, Corrugated Boxes, Wind Water Proof Gloves (Defence), Tarpaulins Made From Hdpe Woven Fabrics As Per Is 7903, Sluice Valve For Water Works Purposes (50 To 1200 Mm Size) (V2) As Per Is 14846, Water Proof Hdpepp Woven Sack (For Packing) - Ofb, Dress For Gemarpts Searched Aquatic Disaster Response During Rain - Water Proof Jacket Result Generated In Gemarpts For Ndrf, Water Proof Multi Purpose Rain Poncho With Convertibility As Bivouac (Mha), Laminated High Density Polyethylene (Hdpe) Woven Geomembrane For Water Proof Lining (V2) As Per Is 15351, Bitumen Felts For Water - Proofing And Damp - Proofing Relevant The Multilayered Cross Laminated Sheets Tarpaulins Covers Agricultural Films As Per Is 14611 Categories Selected For Notification Total Quantity : 50
Contract Date: Ref. Documents Contract Value : ₹ 69,950
Statutory Bodies & Commissions/Committees No of Bidders 7
Karnataka View Result →
35.
Petroleum and Natural Gas #3953978 AOC
Bids Are Invited For Pilferage Proof Truck Seal Gemarpts Searched Pilferage Proof Seal For Trucks Strings Used In Gemarpts Water Tender Type B Or Fire Or Rescue Trucks As Per Is 950, Theft Proof Rifle Racks, Led Luminaire For Flood Light, Flame Proof (V2), Built Up Trucks (V2), Dress For Aquatic Disaster Response During Rain - Water Proof Jacket For Ndrf, Splice Gemarpts Searched Closure For Optical Fiber Cables, Water Proof Hdpepp Woven Sack (For Packing) - Ofb, Computerised Wheel Result Generated In Gemarpts Balancer, Laminated High Density Polyethylene (Hdpe) Woven Geomembrane For Water Proof Lining (V2) As Per Is 15351, Unplasticized Pvc Pipes For Potable Water Supplies As Per Is 4985 Relevant Plastic Grip Seal Categories Selected For Notification Total Quantity : 470000
Contract Date: Ref. Documents Contract Value : ₹ 3.76 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 2
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