Water Resources Department Tender
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Costs
EMD
₹ 3,15,540Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_119622_1Bid Award Id
ViewTender No
1404/28ATender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads ((c)) Disposal/ carraige for every additional upto 4km
50111.64
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compaction- (((i)) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
770.67
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compaction-((ii)) Extra for watering the earth/fly ash laid in 20 cm layers asper specifications for compaction
770.67
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compaction-((iii)) Extra for rolling to specification
770.67
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Earth work 6.12) Dressing of dowels along water carrying channel in addition to payment for dressed earth work.
814.7
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(6.18) Dag-belling:-(6.3) Dressing of earth work ((i)) New work or remodeling work Unit
10933.75
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Earth work for lip cutting forlining of irrigation channels inclusive of all allowances,lead and dressing :-((a)) 0 to 1.5 m depth
222.34
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arth 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.-Dressing bed and preparation of sub grade for lining.
1029332
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Dressing side slopes and preparation of sub grade for lining.
12435.94
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Cutting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes
24047.68
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Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km- ((a)) Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m.
1777.23
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Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
186.9
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Analysis Filling Contraction Joint with sealing compound complete in all respect
340.2
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HOISTING, ROOFING AND WATER PROOFIN-(13.54) Extra bitumen painting
1470.05
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Material- (M-73) Polythene films/ sheet of 100,125, 150, 200,250 micron
122.14
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C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type
0.29
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R.C. Conc. 1:2:4 (M-15) with stone ballast using concrete mixer volume metric type
0.06
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-
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.
0.2
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Painting distance marks with synthetic enamel paint for distributaries
276
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Dag Belling single kassi stroke complete in all respect
1.83
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Dismentling -(8.5) Dismantling brick work-((b)) In cement
985
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Earth work involved in dismantling open flume A.P.M. or O.S.M. type outlets with 'H' more than 0.50 m but upto 0.90 m (including excavation, refilling, consolidation and dressing) .
1
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Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling with 'H' more than 0.50 m but upto 0.90 m.
1
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Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.50 m but upto 0.90 m.
1
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-
PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type
2.86
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
7.9
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RCC M-20 in superstructure
0.64
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
9.87
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Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.
1.62
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Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.
0.51
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Cutting of trees of all girth and heidht with roots in non forest section for which statutory permission has been obtained by the PIU. Trees shall be the property of PIU and the Contractor will transport and store in the place designated by the Owner with 20 Km lead. Number of trees are estimated on the basis of site visits and survey. However, the number may vary due to non availability of fixed transmission lines.
1
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Compensatory Plantation against cutting of trees in the ratio of 1:10 with 3 years full maintenance to give minimum 95% survival rate. All dead plants to be replaced with healthy plant to give desirable survival rate. Supply & Planting of trees in identified area for varieties such as Shisham, Neem, Pilkhan, Pipal, Mango, Arjun, Siris etc suitable to the area in aprrox 0.60 m dia holes and 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering including cost of labour and materials as per direction of Engineer-in-charge and maintaining the plants for three years.
1
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Ambient Air Quality Monitoring through High Volume Samplers and com of Test Reports- 24 hourly for 4 twice a month for 36 months 3 locations around WTP site and 24 hourly for 48 hours duration of 6 months at each of 77 proposed OHSR locations
1
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-
Noise quality monitoring
1
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-
Surface water quality
1
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-
Ground Water quality
1
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-
Soil quality
1
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Conducting quarterly HIV/AIDS/ GBV Awareness Programme and testing on site, on quarterly basis, for not less than 90% of all workers including migrant and local labours as well as willing persons from surroundings through approved specialised agency with approval from Engineer-In- Charge, Provide and maintain condom dispenser at base camp and labour camp, Provide and maintain HIV/AIDS awareness posters, etc, inclusive of direct and indirect costs. Fine for not conducting check-ups. During Construction period.
1
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Camps for Health Check-up and diagnostic tests (quarterly)
1
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Training camps (quarterly)
1
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-
Daily housekeeping, Cleaning of residual materials and waste from the labour camps and all working sites clearance of all sites including WTP OHSRs and Transmission lines from encumbrance after completion any of Work. Penalty applicable, if sites not cleared within stipulated timeframe. Per site (i) Cleaning of the Toilets at WTP Site, & labour camp
1
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Daily housekeeping, Cleaning of residual materials and waste from the labour camps and all working sites clearance of all sites including WTP OHSRs and Transmission lines from encumbrance after completion any of Work. Penalty applicable, if sites not cleared within stipulated timeframe. Per site(ii) Cleaning of the Toilets at OHSR sites.
1
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(i)Construction and provision of Toilets and bathroom units with septic tanks and soak pit for male and female workers separately in the camp site & offices as per specification of Swatch Bharat Abhiyaan/ CPWD with proper water supply, drainage system, electric supply and proper access. Penalty applicable if Toilets not provided. Labour Camp Site & offices
1
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(ii) Toilets to be developed at each OHSR Site to be used by the labour engaged for the construction activity. They may be ESS connected to city sewerage system and also permitted to be used by Public at large. The cost includes water soap & colour wash & maintenance at each toilet for 36 months. Penalty applicable, if Toilets not provided or cleaned
1
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-
(iii) The units shall be maintained by daily cleaning six times a day for 36 months at Labour Camp. The toilets at OHSR sites may be maintained by Contractor's staff Daily Cleaning 6 times in a day
1
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(i) Ambient Air Quality Monitoring through High Volume Samplers and compilation of Test Reports- 24 hourly once a month for for 36 months at 1 locations in WTP site 50 m downwind direction
1
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(ii) Waste water sample. As per Effluent Standards
1
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Providing PPE s to workers and other Safety arrangement for workers, Engineer, Staff. All workers, Engineers, Staff, Ear Plugs, Helmets, Masks, Boots, Fluorescent Jackets, Traffic management Torches etc. Fine applicable for not using PPE at three times the cost. During whole construction period
1
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For Monitoring the performance Indicators which includes hiring of a personnel to Monitor the Traffic Management, Deployment of Fluorescent Lights, Batons, Fencing lighting beads, Providing Health Safety Gear/PPE, Monitoring and Reporting the gender issues, Monitoring of C&D waste removal, Monitoring the Health check ups. of the workers, Plantation. Preparing the record for any deviations in the above performance indicator
1
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Evaluation Notes How It Works ?
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