Dp Kkd- 2019-20 Pathekkar Dws Completion Works Kavilumpara Retender Kavilumpara
Tender Value
4.08 Lakhs
Estimated cost
Bid Submission
28 Dec 2019
0 days left
EMD
10300
Bank guarantee accepted
Document Fee
861
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kavilumpara → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Dp Kkd- 2019-20 Pathekkar Dws Completion Works Kavilumpara Retender Kavilumpara
BOQ
| Work Name:DP KKD 2019-20 Pathekkar DWS Completion works Kavilumpara (1065/20) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | completion of dws | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | od405151/2019_2020 : Providing street fountains with vertical posts by 75 mm pvc pipe 1.20 m long fixed in concrete filled with cc 1:3:6 ,20mm metal erected on cc platform 1:3:6 20 mm metal and connecting the taps in position including all cost conveyance etc complete (cost of tap and connecting pipe should be paid seperately) | BI01010001010000000000000515BI0100001114 | 37 | no |
| 3 | 1.002 | 18.54.1 : Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms | BI01010001010000000000000515BI0100001115 | 37 | each |
| 4 | 1.003 | 18.17.5 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore | BI01010001010000000000000515BI0100001116 | 3 | each |
| 5 | 1.004 | 18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore | BI01010001010000000000000515BI0100001117 | 2 | each |
| 6 | 1.005 | 18.59.1 : Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):50 mm dia | BI01010001010000000000000515BI0100001118 | 2 | no |
| 7 | 1.006 | 18.59.2 : Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):80 mm dia | BI01010001010000000000000515BI0100001119 | 2 | no |
| 8 | 1.007 | od405293/2019_2020 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:<br>All kinds of soil<br>Pipes, cables etc, not exceeding 80 mm dia (modified 2.10.1.1) | BI01010001010000000000000515BI0100001120 | 18.9 | cum |
| 9 | 1.008 | od405294/2019_2020 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, (excluding trenching, refilling ) testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 | BI01010001010000000000000515BI0100001121 | 90 | metre |
| 10 | 1.009 | od405388/2019_2020 : Providing and fixing 40mm dia 40 shedule ASTM UPVC pipes includings jointing of pipes with one step PVC solvent cement, & testing of joints complete as per direction of Engineer in Charge | BI01010001010000000000000515BI0100001122 | 65 | metre |
| 11 | 1.01 | od405389/2019_2020 : Providing and fixing 20 mm dia 40 shedule ASTM Upvc pipes includings of pipes with one step PVC solvent cement, testing of joints complete as per direction of Engineer in Charge. | BI01010001010000000000000515BI0100001123 | 200 | metre |
| 12 | 1.011 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001124 | 7.7 | cum |
| 13 | 1.012 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001125 | 7.7 | cum |
| 14 | 1.013 | 5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001126 | 10.153 | cum |
| 15 | 1.014 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001127 | 86.76 | sqm |
| 16 | 1.015 | 9.48.1 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding | BI01010001010000000000000515BI0100001128 | 510 | kg |
| 17 | 1.016 | 10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | BI01010001010000000000000515BI0100001129 | 250 | kg |
| 18 | 1.017 | 60.5.2 : DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | BI01010001010000000000000515BI0100001130 | 12 | each |
| 19 | 1.018 | 5.1.2 : 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 :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001131 | 0.144 | cum |
| 20 | 1.019 | 5.22.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | BI01010001010000000000000515BI0100001132 | 7 | kg |
| 21 | 1.02 | 50.6.3.1 : Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete | BI01010001010000000000000515BI0100001133 | 0.792 | cum |
| 22 | 1.021 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001134 | 15.84 | sqm |
| 23 | 1.022 | od405411/2019_2020 : Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.<br>Using M.S. angels 40x40x6 mm for diagonal braces 10.5.1 | BI01010001010000000000000515BI0100001135 | 32.4 | per kg |
| 24 | 1.023 | 10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001136 | 25.376 | kilogram |
| 25 | 1.024 | od405412/2019_2020 : Providing and fixing 0.35 mm GI trafford powder coated sheet (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | BI01010001010000000000000515BI0100001137 | 2.25 | sqm |
AI Tender Summary
Tender Timeline
Dec 21, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 28, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 30, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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