Extension , Remodeling And Washing Of Pvc , Ci , Di And Gi Pipe Lines Etc . In/C Other Allied Works At Different Location Within Dws Sub-Division Kakraban During The Year 2020-21 ( Group- Vi ) .
Tender Value
24.27 Lakhs
Estimated cost
Bid Submission
07 Dec 2020
0 days left
EMD
24271
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kakraban → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Extension , Remodeling And Washing Of Pvc , Ci , Di And Gi Pipe Lines Etc . In/C Other Allied Works At Different Location Within Dws Sub-Division Kakraban During The Year 2020-21 ( Group- Vi ) .
BOQ
| Name of Work:- Retrofitting of JJM scheme under Kakraban R.D Block/SH: Extension, remodeling & washing of PVC, CI, DI & GI pipe lines etc. in/c other allied works at different location within DWS Sub-Division Kakraban during the year 2020-21(Group- VI). | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | charge for laying S & S centrifugally cast (spun) Ductile Iron (DI) class K-7 pipes conforming to IS- 8329 as per CPWD specification and direction of the Er. -in -Charge..................................................... i) 150 mm dia Ductile Iron class k-7 pipes | BI01010001010000000000000515BI0100001148 | 150 | Mtr. |
| 2 | 2 | Providing lead chaulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead as per CPWD specification and direction of the Engineer - in - charge. i) 80 mm dia | BI01010001010000000000000515BI0100001149 | 25 | Nos |
| 3 | 2.01 | ii) 100 mm dia | BI01010001010000000000000515BI0100001150 | 26 | Nos |
| 4 | 2.02 | iii) 125 mm dia | BI01010001010000000000000515BI0100001151 | 25 | Nos |
| 5 | 2.03 | iv) 150 mm dia | BI01010001010000000000000515BI0100001152 | 45 | Nos |
| 6 | 2.04 | v) 200 mm dia | BI01010001010000000000000515BI0100001153 | 5 | Nos |
| 7 | 3 | Providing and Supplying of pig lead conforming to IS : 27 at site of work as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001154 | 50 | kg |
| 8 | 4 | Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-incharge. 90 mm dia. | BI01010001010000000000000515BI0100001155 | 150 | Mtr |
| 9 | 4.01 | 110 mm dia. | BI01010001010000000000000515BI0100001156 | 100 | Mtr |
| 10 | 4.02 | 140 mm dia. | BI01010001010000000000000515BI0100001157 | 100 | Mtr |
| 11 | 5 | Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and direction of the Er. -in -Charge ……… B) By manual means. A) For UPVC pipe (90/110/140 mm) | BI01010001010000000000000515BI0100001158 | 80 | Mtr |
| 12 | 6 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including borring and tapping yhe main as per chapter 20 of CPWD specification and as per direction of Engineer - in- Charge.A) For 15 mm nominal bore | BI01010001010000000000000515BI0100001159 | 30 | Nos |
| 13 | 7 | Providing and fixing GI union as per CPWD specification and as per direction of Engineer - in- Charge. A) For 15 mm dia | BI01010001010000000000000515BI0100001160 | 60 | Nos |
| 14 | 8 | Providing and fixing G.I. Socket as per CPWD specification and direction of Engineer - in- Charge. A) For 15 mm dia | BI01010001010000000000000515BI0100001161 | 100 | Nos |
| 15 | 8.01 | B) For 20 mm dia | BI01010001010000000000000515BI0100001162 | 25 | Nos |
| 16 | 8.02 | c) For 25 mm dia | BI01010001010000000000000515BI0100001163 | 25 | Nos |
| 17 | 9 | Excavation trenches of required width for pipes , cables, etc. in/c. excavation for sockets , dressing of sides where required , ramming of bottoms , depth upto 1500 mm in/c. getting out the excavated soil and backfilling of soil as required after laying of pipeline , in layer not exceeding 200 mm in depth in/c. cosolidating of surplus excavated soil with all required leads as per chapter -2 of CPWD specification and direction of the Er. -in -Charge....................A) For UPVC pipe in new work ............ .a. In all kinds of soil. i) For pipes not exceeding 90 mm dia | BI01010001010000000000000515BI0100001164 | 4500 | Mtr. |
| 18 | 9.01 | ii) ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia. | BI01010001010000000000000515BI0100001165 | 600 | Mtr. |
| 19 | 9.02 | B) For G.I/ CI. /DI pipes in new work ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia. | BI01010001010000000000000515BI0100001166 | 150 | Mtr |
| 20 | 10 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A.class -3 (working pressure 6.0 kg/cm2) i) 90 mm dia OD | BI01010001010000000000000515BI0100001167 | 3900 | Mtr. |
| 21 | 10.01 | ii) 110 mm dia OD | BI01010001010000000000000515BI0100001168 | 400 | Mtr. |
| 22 | 10.02 | ii) 140 mm dia OD | BI01010001010000000000000515BI0100001169 | 200 | Mtr. |
| 23 | 11 | Providing and laying of flexible PVC pipe ( conforming to IS:763) complete as per specification and direction of the Engineer in charge. ( cost of Earth work and fittings will be paid separately ) i) 15mm dia | BI01010001010000000000000515BI0100001170 | 100 | Mtr |
| 24 | 11.01 | ii) 20 mm dia | BI01010001010000000000000515BI0100001171 | 50 | Mtr |
| 25 | 11.02 | ii) 25mm dia | BI01010001010000000000000515BI0100001172 | 50 | Mtr |
| 26 | 12 | Charge for dismantling PVC/HDPE pipe after necessary excavation of earth in/c washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required after laying of pipeline , in layer not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming , watering, etc. complete as per CPWD specification and direction of the Er. -in -Charge. i) 90 mm dia OD | BI01010001010000000000000515BI0100001173 | 800 | Mtr. |
| 27 | 12.01 | ii) 110 mm dia OD | BI01010001010000000000000515BI0100001174 | 250 | Mtr. |
| 28 | 12.02 | ii) 140 mm dia OD | BI01010001010000000000000515BI0100001175 | 150 | Mtr. |
| 29 | 13 | Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-incharge. A) 90 mm dia OD | BI01010001010000000000000515BI0100001176 | 170 | Nos |
| 30 | 13.01 | B) 110 mm dia OD | BI01010001010000000000000515BI0100001177 | 80 | Nos |
| 31 | 13.02 | C) 140 mm dia OD | BI01010001010000000000000515BI0100001178 | 80 | Nos |
| 32 | 14 | Charge for cutting C.I./ D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Er. -in -Charge D) 150 mm dia | BI01010001010000000000000515BI0100001179 | 5 | Nos |
| 33 | 15 | Clearing of deposited iron in side of laying PVC pipe line in different dia (90/110/140 mm dia) in/c excavating trenching for 100 mtr lead pipe line of required width and depth after 20 mtr distance and 3.00 mtr long in every 100 mtr clearing through UPVC coil pipe and laying the same with necessary couplers and solvent cement etc. ( solvent cement and coupler etc. will be issued by the dept. at free of cost). | BI01010001010000000000000515BI0100001180 | 2000 | Mtr |
| 34 | 16 | Clearing of deposited iron in side of laying CI pipe line in different dia (80/100/125/150 mm dia) and dismantaling old CI pipe in/c trenching , refilling etc. for 100 mtr lead pipe line of required width and depth cutting earth in 25 mtr distance and 12.00 mtr long in each i.e. 36 mtr trenches cutting for every 100 mtr pipe iron through UPVC coil pipe after clearing , washing, laying the same with rubber gasket , pipe lead joints as per direction of Engineer - in - charge ( pig lead will be issued by the dept. at free of cost and rubber gasket and T & P arrange by the agency). | BI01010001010000000000000515BI0100001181 | 650 | Mtr |
| 35 | 17 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia | BI01010001010000000000000515BI0100001182 | 15 | Nos |
| 36 | 17.01 | ii) 110 mm dia | BI01010001010000000000000515BI0100001183 | 10 | Nos |
| 37 | 17.02 | iii) 140 mm dia | BI01010001010000000000000515BI0100001184 | 10 | Nos |
| 38 | 18 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 x 90 mm dia | BI01010001010000000000000515BI0100001185 | 15 | Nos |
| 39 | 18.01 | ii) 110 x 110 mm dia | BI01010001010000000000000515BI0100001186 | 10 | Nos |
| 40 | 18.02 | iii) 140 x 140 mm dia | BI01010001010000000000000515BI0100001187 | 10 | Nos |
| 41 | 19 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia | BI01010001010000000000000515BI0100001188 | 19 | Nos |
| 42 | 19.01 | ii) 110 mm dia | BI01010001010000000000000515BI0100001189 | 10 | Nos |
| 43 | 19.02 | iii) 140 mm dia | BI01010001010000000000000515BI0100001190 | 5 | Nos |
| 44 | 20 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia | BI01010001010000000000000515BI0100001191 | 25 | Nos |
| 45 | 20.01 | ii) 110 mm dia | BI01010001010000000000000515BI0100001192 | 6 | Nos |
| 46 | 20.02 | iii) 140 mm dia | BI01010001010000000000000515BI0100001193 | 4 | Nos |
| 47 | 21 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 110 X 90 mm dia | BI01010001010000000000000515BI0100001194 | 15 | Nos |
| 48 | 21.01 | ii) 140 X 110 mm dia | BI01010001010000000000000515BI0100001195 | 15 | Nos |
| 49 | 21.02 | iii) 140 X 90 mm dia | BI01010001010000000000000515BI0100001196 | 15 | Nos |
| 50 | 22 | 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 ) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. A) 80 mm dia , PN - 1.6 | BI01010001010000000000000515BI0100001197 | 4 | Nos |
| 51 | 22.01 | B) 100 mm dia, PN - 1.6 | BI01010001010000000000000515BI0100001198 | 4 | Nos |
| 52 | 22.02 | C) 125 mm dia, PN - 1.6 | BI01010001010000000000000515BI0100001199 | 4 | Nos |
| 53 | 22.03 | D) 150 mm dia, PN - 1.6 | BI01010001010000000000000515BI0100001200 | 4 | Nos |
| 54 | 23 | Providing and fixing G.I. Full way valve as per CPWD specification and direction of the Engineer - in - charge. A) 15 mm dia , | BI01010001010000000000000515BI0100001201 | 4 | Nos |
| 55 | 23.01 | B) 20 mm dia, | BI01010001010000000000000515BI0100001202 | 4 | Nos |
| 56 | 23.02 | C) 25 mm dia, | BI01010001010000000000000515BI0100001203 | 4 | Nos |
| 57 | 24 | Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. A) 15 mm dia , | BI01010001010000000000000515BI0100001204 | 10 | Nos |
| 58 | 25 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. External Work i) 15 mm dia nominal bore | BI01010001010000000000000515BI0100001205 | 5 | mtr |
| 59 | 25.01 | ii) 20mm dia nominal bore | BI01010001010000000000000515BI0100001206 | 10 | mtr |
| 60 | 25.02 | iii) 25 mm dia nominal bore | BI01010001010000000000000515BI0100001207 | 10 | mtr |
| 61 | 25.03 | iv) 40 mm dia nominal bore | BI01010001010000000000000515BI0100001208 | 20 | mtr |
| 62 | 25.04 | v) 80 mm dia. nominal bore | BI01010001010000000000000515BI0100001209 | 20 | mtr |
| 63 | 26 | Providing & fitting fixing of flanged joint coller including fitting and fining of MS sheet rubber gasket of approved quality along with anti corrosive black bitumestic black paint and fitting fixing of nuts & bolts etc. complete s required as per direction of Engineer in charge.a) 150 mm dia | BI01010001010000000000000515BI0100001210 | 8 | Nos |
| 64 | 27 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in -charge. i) 15 mm dia 150 mm long | BI01010001010000000000000515BI0100001211 | 5 | Nos |
| 65 | 28 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia | BI01010001010000000000000515BI0100001212 | 10 | Nos |
| 66 | 29 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of xcavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001213 | 10.35 | cum |
| 67 | 30 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. | BI01010001010000000000000515BI0100001214 | 0.87 | Cum |
| 68 | 31 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - i) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001215 | 0.87 | Cum |
| 69 | 32 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- \n-All work upto plinth level: \ni) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001216 | 1.05 | Cum |
| 70 | 33 | Centering shuttering including struttings, propping etc. and removal of form work for- cement concreteiii) Suspended floors, roofs, landings, balconies and access platform with timber planks | BI01010001010000000000000515BI0100001217 | 8.67 | Sqm |
| 71 | 34 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. i) Thermo-Mechanically Treated bars of grade Fe-500D or more\n | BI01010001010000000000000515BI0100001218 | 75 | Kg |
| 72 | 35 | First class brick work in foundation and plinth including cost of all materials as required complete:- i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001219 | 4.35 | Cum |
| 73 | 36 | 12 mm cement plaster of mix (i) Cement mortar 1:4(1 cement:4 fine sand) | BI01010001010000000000000515BI0100001220 | 22.32 | Sqm |
| 74 | 37 | Neat cement punning. | BI01010001010000000000000515BI0100001221 | 22.32 | Sqm |
AI Tender Summary
Tender Timeline
Nov 17, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 07, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 07, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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