Procurement Of Balance Works For Supplying Laying Testing And Commissioning Of Water Supply Distribution Network In Vijay Park Yamuna Colony And Kanwali Gaon Dehradun
Tender Value
10.23 Crore
Estimated cost
Bid Submission
24 Jun 2020
0 days left
EMD
20.50 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Procurement Of Balance Works For Supplying Laying Testing And Commissioning Of Water Supply Distribution Network In Vijay Park Yamuna Colony And Kanwali Gaon Dehradun
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Jun-2020 | Drawing | Technical Bid | 24-Jun-2020 |
BOQ
| Name of Work Procurement of balance work for supplying, laying, testing & commissioning of water supply distribution network in Vijay park, Yamuna | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Pipeline and Allied Works Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. | BI01010001010000000000000515BI0100001112 | 16278 | Cum |
| 2 | 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. For Bedding | BI01010001010000000000000515BI0100001113 | 1415.48 | Cum |
| 3 | 3 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete. DI K-7 class pipe | BI01010001010000000000000515BI0100001114 | ||
| 4 | 3.1 | 100 mm clear internal dia | BI01010001010000000000000515BI0100001116 | 20601 | Mtr |
| 5 | 3.2 | 150 mm clear internal dia | BI01010001010000000000000515BI0100001117 | 2042 | Mtr |
| 6 | 3.3 | 200 mm clear internal dia | BI01010001010000000000000515BI0100001118 | 815 | Mtr |
| 7 | 3.4 | 250 mm clear internal dia | BI01010001010000000000000515BI0100001119 | 94 | Mtr |
| 8 | 3.5 | 300 mm clear internal dia | BI01010001010000000000000515BI0100001120 | 330 | Mtr |
| 9 | 3.6 | 350 mm clear internal dia | BI01010001010000000000000515BI0100001121 | 1854 | Mtr |
| 10 | 4 | Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000.Upto 600 mm dia | BI01010001010000000000000515BI0100001122 | 190.44 | Per Qtl |
| 11 | 5 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. | BI01010001010000000000000515BI0100001123 | ||
| 12 | 5.1 | 150 mm dia (6.4 mm thick) | BI01010001010000000000000515BI0100001124 | 150 | RM |
| 13 | 5.2 | 200 mm dia (6.4 mm thick) | BI01010001010000000000000515BI0100001125 | 180 | RM |
| 14 | 5.3 | 250 mm dia (6.4 mm thick) | BI01010001010000000000000515BI0100001126 | 60 | RM |
| 15 | 5.4 | 300 mm dia (6.4 mm thick) | BI01010001010000000000000515BI0100001127 | 30 | RM |
| 16 | 6 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : | BI01010001010000000000000515BI0100001128 | ||
| 17 | 6.1 | 100 mm diameter | BI01010001010000000000000515BI0100001129 | 130 | No |
| 18 | 6.2 | 150 mm diameter | BI01010001010000000000000515BI0100001130 | 23 | No |
| 19 | 6.3 | 200 mm diameter | BI01010001010000000000000515BI0100001131 | 11 | No |
| 20 | 6.4 | 250 mm diameter | BI01010001010000000000000515BI0100001132 | 8 | No |
| 21 | 6.5 | 300 mm diameter | BI01010001010000000000000515BI0100001133 | 3 | No |
| 22 | 6.6 | 350 mm diameter | BI01010001010000000000000515BI0100001134 | 3 | No |
| 23 | 7 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :for scour valve | BI01010001010000000000000515BI0100001135 | ||
| 24 | 7.1 | 100 mm diameter | BI01010001010000000000000515BI0100001136 | 10 | No |
| 25 | 8 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :for fire hydrant | BI01010001010000000000000515BI0100001137 | ||
| 26 | 8.1 | 100 mm diameter | BI01010001010000000000000515BI0100001138 | 3 | No |
| 27 | 9 | Providing, lowering, laying, aligning, fixing in position and jointing in pipe line Ductile Iron Double Acting air Release valve Kinetic type with Isolating Sluice valve as per IS.14845 PN-1.6 \n | BI01010001010000000000000515BI0100001139 | ||
| 28 | 9.1 | 40 mm dia air valve | BI01010001010000000000000515BI0100001140 | 10 | No |
| 29 | 10 | EM TYPE FLOW METER : Providing, installation, testing and commissioning of electromagnetic flow meter etc. including all materials (excluding ci/di fittings) and making connection with existing pipeline required for electromagnetic flow meter including cutting the existing pipe line etc. complete in all respect as per technical specification for inlet of sumps fed from tubewells with 4-20ma signal following line sizes - | BI01010001010000000000000515BI0100001141 | ||
| 30 | 10.1 | 250 mm dia PN 1.0 Bulk water Meter with Sluice valve for 250 mm pipe | BI01010001010000000000000515BI0100001142 | 2 | No |
| 31 | 10.2 | 300 mm dia PN 1.0 Bulk water Meter with Sluice valve for 300 mm pipe | BI01010001010000000000000515BI0100001143 | 2 | No |
| 32 | 11 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). (for Thrust blocks, anchor blocks , Pipe supports). | BI01010001010000000000000515BI0100001144 | 10.56 | Cum |
| 33 | 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). (for encasing of pipes). | BI01010001010000000000000515BI0100001145 | 9 | Cum |
| 34 | 13 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001146 | 27350.3 | Cum |
| 35 | 14 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar | BI01010001010000000000000515BI0100001147 | 11.39 | Cum |
| 36 | 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001148 | 11.39 | Cum |
| 37 | 16 | Disinfecting DI water mains as per IS : 12288 by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory including cost of water, chemicals, labours, testing charges and all lead and lift and as per detailed specifications and as directed by the Engineer Incharge. | BI01010001010000000000000515BI0100001149 | ||
| 38 | 16.1 | 100 mm clear internal dia | BI01010001010000000000000515BI0100001150 | 20601 | RM |
| 39 | 16.2 | 150 mm clear internal dia | BI01010001010000000000000515BI0100001151 | 2042 | RM |
| 40 | 16.3 | 200 mm clear internal dia | BI01010001010000000000000515BI0100001152 | 815 | RM |
| 41 | 16.4 | 250 mm clear internal dia | BI01010001010000000000000515BI0100001153 | 94 | RM |
| 42 | 16.5 | 300 mm clear internal dia | BI01010001010000000000000515BI0100001154 | 330 | RM |
| 43 | 16.6 | 350 mm clear internal dia | BI01010001010000000000000515BI0100001155 | 1854 | RM |
| 44 | 17 | House service connection Providing and making house service connections from water supply distribution pipe line upto water meter chamber inside the property using MDPE (Class-PE 80) PN 6 composite pipes for upto 5 metre length. The item consisting of composite pipes of HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules, electro fusion saddle, clamps, rubber sheets, tapping, compression fittings etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.(Earthwork, Road cutting & restoration work shall be paid separately) For newly laid Pipeline | BI01010001010000000000000515BI0100001157 | ||
| 45 | 17.1 | 15 mm connection | BI01010001010000000000000515BI0100001159 | 4200 | No |
| 46 | 17.2 | 20 mm connection | BI01010001010000000000000515BI0100001160 | 90 | No |
| 47 | 18 | Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. | BI01010001010000000000000515BI0100001161 | ||
| 48 | 18.1 | GI Pipe of 40mm dia | BI01010001010000000000000515BI0100001162 | 630 | Mtr |
| 49 | 18.2 | GI Pipe of 50mm dia | BI01010001010000000000000515BI0100001163 | 190 | Mtr |
| 50 | 19 | Leakage repair in existing pipe line of DI/ CI including dewatering etc. complete including the cost of pipes, specials, joints etc as directed by site engineer for following dia.Including all ancillary work. | BI01010001010000000000000515BI0100001164 | ||
| 51 | 19.1 | 100 mm dia | BI01010001010000000000000515BI0100001165 | 31 | Nos |
| 52 | 19.2 | 150 mm dia | BI01010001010000000000000515BI0100001166 | 20 | Nos |
| 53 | 19.3 | 200 mm dia | BI01010001010000000000000515BI0100001167 | 16 | Nos |
| 54 | 19.4 | 250 mm dia | BI01010001010000000000000515BI0100001168 | 7 | Nos |
| 55 | 19.5 | 300 mm dia | BI01010001010000000000000515BI0100001169 | 3 | Nos |
| 56 | 19.6 | 350 mm dia | BI01010001010000000000000515BI0100001170 | 2 | Nos |
| 57 | 20 | Identification of malfunctioned house service connection and replace with new connection including supply and fixing of ferrules, electro fusion saddle, clamps, rubber sheets, tapping, compression fittings etc, complete including all material, labour, testing and commissioning etc. (Earth work , road cutting & restoration ,Pipe work shall be paid separately) | BI01010001010000000000000515BI0100001171 | ||
| 58 | 20.1 | for 15 mm dia connection | BI01010001010000000000000515BI0100001172 | 3792 | Nos |
| 59 | 21 | Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.G.I. PIPE CONFORMING TO IS : 1239(PART-1).Medium Duty (Class 'B') | BI01010001010000000000000515BI0100001173 | ||
| 60 | 21.1 | 15 mm | BI01010001010000000000000515BI0100001174 | 7992 | RM |
| 61 | 21.2 | 20 mm | BI01010001010000000000000515BI0100001175 | 90 | RM |
| 62 | 22 | Providing of all materials, Carting from site store to site of work, Laying & Jointing of MDPE pipes (including supply of all jointing materials etc) in trenches with its cutting, threading and testing of pipe line etc complete.PN16 PE80 SDR9 as per ISO4427 | BI01010001010000000000000515BI0100001176 | ||
| 63 | 22.1 | 15 mm | BI01010001010000000000000515BI0100001177 | 12600 | RM |
| 64 | 22.2 | 20 mm | BI01010001010000000000000515BI0100001178 | 270 | RM |
| 65 | 23 | VALVE CHAMBERS Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.By Mechanical Means.Bituminous Courses | BI01010001010000000000000515BI0100001180 | 55.13 | Cum |
| 66 | 24 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | BI01010001010000000000000515BI0100001181 | 23.2 | Cum |
| 67 | 25 | Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.for chamber | BI01010001010000000000000515BI0100001182 | 56.25 | Cum |
| 68 | 26 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). (for Thrust blocks, anchor blocks , Pipe supports). | BI01010001010000000000000515BI0100001183 | 26.56 | Cum |
| 69 | 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | BI01010001010000000000000515BI0100001184 | 2.97 | MT |
| 70 | 28 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : | BI01010001010000000000000515BI0100001185 | 187 | Each |
| 71 | 29 | Road cutting & restoration Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.By Mechanical Means.Bituminous Courses | BI01010001010000000000000515BI0100001187 | 1636.38 | Cum |
| 72 | 30 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | BI01010001010000000000000515BI0100001188 | 1151.56 | Cum |
| 73 | 31 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001189 | 715.73 | sqm |
| 74 | 32 | Construction of gravel/soil-aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 | BI01010001010000000000000515BI0100001190 | 79.99 | Cum |
| 75 | 33 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.By Mechanical Means | BI01010001010000000000000515BI0100001191 | ||
| 76 | 33.1 | WBM Grading 1 | BI01010001010000000000000515BI0100001192 | 800.01 | Cum |
| 77 | 33.2 | WBM Grading 2 | BI01010001010000000000000515BI0100001193 | 654.55 | Cum |
| 78 | 33.3 | WBM Grading 3 | BI01010001010000000000000515BI0100001194 | 654.55 | Cum |
| 79 | 34 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001195 | 43636.8 | sqm |
| 80 | 35 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001196 | 8727.36 | sqm |
| 81 | 36 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Bitumen (VG-10) | BI01010001010000000000000515BI0100001197 | 34909.4 | sqm |
| 82 | 37 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.By Manual Means.Bitumen (VG-10) | BI01010001010000000000000515BI0100001198 | 34909.4 | sqm |
| 83 | 38 | (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) for Grading I ( 40 mm nominal size ) | BI01010001010000000000000515BI0100001199 | 109.09 | Cum |
| 84 | 39 | Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.Grading I - 13mm using Bitumen VG - 30 | BI01010001010000000000000515BI0100001200 | 218.18 | Cum |
| 85 | 40 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | BI01010001010000000000000515BI0100001201 | 715.73 | sqm |
| 86 | 41 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing | BI01010001010000000000000515BI0100001202 | 767.71 | Cum |
| 87 | 42 | Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels,rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications | BI01010001010000000000000515BI0100001203 | 1637.77 | Cum |
AI Tender Summary
Tender Timeline
Jun 23, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 24, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 24, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 30, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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