Construction Of Lis To Village Khanpur , Behdala , Raipur Sahoran ( Tobba ) , Raipur Near Railway Station , Dehlan Shokran And Sasan Tehsil Distt . Una ( Hp ) . ( Under Nabard-Ridf- Xxiii ) . ( Sh Laying Of Hdpe Pipe Of Various Dia Of Distr
Tender Value
59.80 Lakhs
Estimated cost
Bid Submission
14 Oct 2019
0 days left
EMD
92307
Bank guarantee accepted
Document Fee
800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Una HP → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Lis To Village Khanpur , Behdala , Raipur Sahoran ( Tobba ) , Raipur Near Railway Station , Dehlan Shokran And Sasan Tehsil Distt . Una ( Hp ) . ( Under Nabard-Ridf- Xxiii ) . ( Sh Laying Of Hdpe Pipe Of Various Dia Of Distribution System , Construction Of Delivery Tanks , Outlets And Pucca Field Channel For Lis To Village Khanpur , Behdala , Raipur Sahoran ( Tobba ) , Raipur Near Railway Station Lis Dehlan Shokran ) .
BOQ
| Name of Work: Construction of LIS to village Khanpur, Behdala, Raipur Sahoran (Tobba), Raipur Near Railway Station, Dehlan Shokran & Sasan tehsil &Distt. Una (HP). (Under NABARD-RIDF- XXIII). (SH:-Laying of HDPE pipe of various dia of distribution System, Construction of Delivery Tanks, Outlets and Pucca Field Channel for LIS to village Khanpur, Behdala, Raipur Sahoran (Tobba), Raipur Near Railway Station & LIS Dehlan Shokran) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation trenches (for pipes and pits ) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft / hard rock or chieselling soft /hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including, shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material /soil separately and after laying,jointing and testing of pipes returing the useable soil in trenches in 15 cm (fiften centimeter ) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil / un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc.complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | 6076.42 | Cum | |
| 2 | 2 | Laying in trenches HDPE pipes of following diameters & classes as per IS 4984-1995 , PE-63and jointing the pipes through push type compression joints by hydraulically operated machines upto 110 mm diameter and butt fussion ( heat fusion process) above 110 mm diameter i/c necessary fittings,bends,tees & reducers fabricated in accoradance with IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions. (Earth work in trenches to be measured and paid for separately) Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634, stub ends will be welded on pipes & MS flange shall be provided with slip on covered by epoxy coating/plastic powder. The flange should be confirm to ANSI B 16.5 with necessary nuts & Bolts. Jointing shall be complete in all respects i/c testing at site upto entire satisfaction of engineer-in charge. | |||
| 3 | 2.1 | 110 mm dia HDPE pipe grade PE-63 PN 4.00 | 930 | Rmt | |
| 4 | 2.2 | 125mm dia HDPE pipe grade PE-63 PN 4.00 | 4100 | Rmt | |
| 5 | 2.3 | 140mm dia HDPE pipe grade PE-63 PN 4.00 | 960 | Rmt | |
| 6 | 2.4 | 160mm dia HDPE pipe grade PE-63 PN 4.00 | 755 | Rmt | |
| 7 | 2.5 | 180mm dia HDPE pipe grade PE-63 PN 4.00 | 1610 | Rmt | |
| 8 | 2.6 | 200mm dia HDPE pipe grade PE-63 PN 4.00 | 140 | Rmt | |
| 9 | 3 | Providing & fixing Cast Iron double flanged type sluice valves of reputed & approved make like Kirloskar/Kilburn/IVC/Leader/ Bir/ Kartar etc on distribution system of confirming to IS: 780-1984 with latest ammendments of appropriate class,diameter and capable to withstand the requisite nominal seat pressure i/c testing & upto entire satisfaction of Engineer in Charge complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | |||
| 10 | 3.1 | 125 mm dia | 21 | Each | |
| 11 | 3.2 | 150 mm dia | 16 | Each | |
| 12 | 3.3 | 200 mm dia | 16 | Each | |
| 13 | 4 | Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand : 8 graded stone aggregate 40 mm. nominal size ) and curing complete excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge.. | 18.14 | Cum | |
| 14 | 5 | Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 ( 1 cement:'4 sand ) complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | 13.15 | Cum | |
| 15 | 6 | 2nd. class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 ( 1 cement:'4 sand ) complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | 52.47 | Cum | |
| 16 | 7 | 50mm. thick cement concrete flooring 1:2:4 (1cement: 2sand:4 graded stone aggregate 20 mm nominal size)'and laid in one layer finished with a floating coat on neat cement complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | 7.2 | Sqm | |
| 17 | 8 | 40mm. thick cement concrete flooring 1:2:4 (1cement: 2sand:4 graded stone aggregate 20 mm nominal size)'and laid in one layer finished with a floating coat on neat cement complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | 53 | Sqm | |
| 18 | 9 | 15 mm thick cement plaster in single coat on fair side of brick/ stone masonry/concrete for interior plastering upto floor two level including arrises internal rounded angles chamfers angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:3 (1 cement:3 sand) complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | 364.34 | Sqm | |
| 19 | 10 | Excavation in drain and channel etc. in earth work including dressing of sides and bed and disposing of excavated earth upto a lead of 10mtr. And lift upto 1.50mtr. Disposed earth to be levelled and neatly dressed complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | 265.5 | Cum | |
| 20 | 11 | Providing and laying cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | 88.5 | Cum | |
| 21 | 12 | Providing and laying cement concrete 1:2:4 ( M-20) ( 1cement :2 sand 4 gradded stone agg. 20 mmnominal size) and curing complete excluding cost form work and reinforcement for reinforced concrete work in : | |||
| 22 | 12.1 | Foundations,footings bases of columns and the like and mass concrete complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | 100.89 | Cum | |
| 23 | 12.2 | Wall( any thickness but not less than 0.10 mtr thickness attached pillasters, buttresses,plinth anddrting courses etc.from top foundation level upto floor level including entire carriage of material with in all leads and lifts | 122.13 | Cum | |
| 24 | 13 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies height of propping and centering below supporting floor to ceiling not exceeding 4mtr. and removal of the same for insitu reinforced concrete and plain concrete work in:- | |||
| 25 | 13.1 | Vertical surface such as walls (any thickness) partitions and the like including pillasters, buttresses plinth and string courses and the like complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | 3800.19 | Sqm | |
| 26 | 14 | Providing mild steel/Tor steel reinforcement for RCC work in bending binding and placing in position complete upto floor two level complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | 13517.5 | Kg | |
| 27 | 15 | Providing and laying PVC water stopper seal 150 mm wide 10 to 12mm thick complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | 148.68 | Rmt | |
| 28 | 16 | Providing and fixing 20 mm thick bitumen painted fibre board complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge. | 10.62 | Sqm | |
| 29 | 17 | Terms and conditions:- | |||
| 30 | 18 | The work will be executed as per HPPWD & IPH/ISI specifications and no payment will be made for rejected work/material. | |||
| 31 | 19 | Taxes, security & labour cess will be deducted as admissible from the each bill of the contractor. | |||
| 32 | 20 | Nothing shall be paid for rejected work/ material. | |||
| 33 | 21 | Cement and steel will be supplied by the Deptt. @ Rs. 263/- per bag & Rs. 41024/- per tonne from Divisional store Malahat. The empty bags of cement to be returned to the department otherwise Rs. 5/- per bag shall be recovered. | |||
| 34 | 22 | The contractor will be responsible himself for watch and ward of the materials at site of work. | |||
| 35 | 23 | The final payment minimum 5% shall be with held & the same shall be released after successful testing of HDPE pipe line etc which shall be in addition to security deposit. | |||
| 36 | 24 | The HDPE pipe shall be issued free of cost at Divisional Store at Malahat. | |||
| 37 | 25 | The balance pipes if left at site after completion of work shall be returned to the departmental store with proper ident/ GR other wise recovery on this account shall be made on the following rates.:- | |||
| 38 | 25.1 | 110 mm dia @ Rs. 387.22/- Only per Rmt. | |||
| 39 | 25.2 | 125 mm dia. @ Rs. 508.56/- Only per Rmt. | |||
| 40 | 25.3 | 140 mm dia @ Rs. 636.44/- Only per Rmt. | |||
| 41 | 25.4 | 160 mm dia. @ Rs. 794.38/- Only per Rmt. | |||
| 42 | 25.5 | 180 mm dia. @ Rs. 1047.22/- Only per Rmt. | |||
| 43 | 25.6 | 200 mm dia. @ Rs. 1297.18/- Only per Rmt. |
AI Tender Summary
Tender Timeline
Sep 28, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 14, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 15, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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