Complete Operation , Maintenance , Upkeepment In/C Watch And Ward Of Innovative Surface Water Treatment Plant At Purba Churaibari Of Kadamtala R . D . Block Under Dws Sub-Division Dharmanagar Construction Of 01 ( One ) No Brick Masonry Well ( 6 . 0
Tender Value
15.07 Lakhs
Estimated cost
Bid Submission
03 Dec 2020
0 days left
EMD
15078
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Damcherra → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Complete Operation , Maintenance , Upkeepment In/C Watch And Ward Of Innovative Surface Water Treatment Plant At Purba Churaibari Of Kadamtala R . D . Block Under Dws Sub-Division Dharmanagar Construction Of 01 ( One ) No Brick Masonry Well ( 6 . 0 Mtr Dia ) And Providing Laying Rising Line In/C Allied Works Within The Jurisdiction Of Dws Sub-Division , Damcherra/ Gr . Ii .
BOQ
| Name of Work: JJM Scheme in North Tripura District during the year 2020-21/ SH: Construction of 01(one) no Brick Masonry Well (6.0 Mtr dia ) and providing & laying rising line in/c allied works within the jurisdiction of DWS Sub-Division, Damcherra/ Gr.II. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work | BI01010001010000000000000515BI0100001170 | ||
| 2 | 2 | Earthwork in excavation in structrues as per drawing and MoRT & H technical specifications clauses 304 i.e. setting out construction of shoring and bracing , removal of stamps and other deleterioes materials and disposal of to a lead of 50 m dressing of side and bottom and backfilling in trences with excavated suitable materials \n1) ordinary soil\nA) By manual means | BI01010001010000000000000515BI0100001171 | ||
| 3 | 3 | i) upto 3m depth | BI01010001010000000000000515BI0100001172 | 122.08 | cum |
| 4 | 4 | ii) 3 m to 6 m depth | BI01010001010000000000000515BI0100001173 | 122.08 | cum |
| 5 | 5 | iii)above 6 m depth | BI01010001010000000000000515BI0100001174 | 162.77 | cum |
| 6 | 6 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.\n-All kinds of soil | BI01010001010000000000000515BI0100001175 | 1.08 | cum |
| 7 | 7 | 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.\n-All kinds of soil | BI01010001010000000000000515BI0100001176 | 54.4 | cum |
| 8 | 8 | 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. | BI01010001010000000000000515BI0100001177 | 2.324 | cum |
| 9 | 9 | Cement concrete work | BI01010001010000000000000515BI0100001178 | ||
| 10 | 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -\n-All work upto plinth level:\n4.1.6) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001179 | 2.324 | cum |
| 11 | 11 | Reinforced cement concrete work | BI01010001010000000000000515BI0100001180 | ||
| 12 | 12 | 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:\n | BI01010001010000000000000515BI0100001181 | 1.549 | cum |
| 13 | 13 | 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate\n20 mm nominal size) | BI01010001010000000000000515BI0100001182 | ||
| 14 | 14 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001183 | 1.978 | cum |
| 15 | 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-\n 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001184 | 6.771 | cum |
| 16 | 16 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-\n 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate\n20 mm nominal size) | BI01010001010000000000000515BI0100001185 | 2.38 | cum |
| 17 | 17 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. \nThermo Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001186 | 1522 | kg |
| 18 | 18 | Centering shuttering including struttings, propping etc. and removal of form work for:\n | BI01010001010000000000000515BI0100001187 | ||
| 19 | 19 | Foundations, footings, bases for columns etc. for mass\nconcrete with steel formwork | BI01010001010000000000000515BI0100001188 | 23.44 | sqm |
| 20 | 20 | Lintels, beams, plinth beams, girders, bressumers and\ncantilevers with shuttering ply | BI01010001010000000000000515BI0100001189 | 54.16 | sqm |
| 21 | 21 | Suspended floors, roofs, landings, alconies and access platform with 12 mm thick shuttering ply | BI01010001010000000000000515BI0100001190 | 3.77 | sqm |
| 22 | 22 | Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply | BI01010001010000000000000515BI0100001191 | 21.52 | sqm |
| 23 | 23 | Brick Work | BI01010001010000000000000515BI0100001192 | ||
| 24 | 24 | First class brick work in foundation and plinth including cost of all materials as required complete:-\n6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001193 | 37.421 | cum |
| 25 | 25 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-\n In cement mortar 1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001194 | 3.719 | cum |
| 26 | 26 | Finishing work | BI01010001010000000000000515BI0100001195 | ||
| 27 | 27 | 12 mm cement plaster of mix.\n In cement mortar 1 : 4 (1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001196 | 116.14 | sqm |
| 28 | 28 | 15 mm cement plaster on the rough side of single or half brick wall of mix:\n In cement mortar 1 : 4 (1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001197 | 18.37 | sqm |
| 29 | 29 | Extra for plastering on circular work not exceeding 6 m in radius complete.\n In one coat | BI01010001010000000000000515BI0100001198 | 116.14 | sqm |
| 30 | 30 | 6 mm plaster of mix\n In cement mortar 1 : 3 (1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001199 | 34.29 | sqm |
| 31 | 31 | Neat cement punning. | BI01010001010000000000000515BI0100001200 | 20.95 | sqm |
| 32 | 32 | Miscilenious Work:- | BI01010001010000000000000515BI0100001201 | ||
| 33 | 33 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8 | BI01010001010000000000000515BI0100001202 | 37.302 | cum |
| 34 | 34 | Boulder apron laid dry without wire crates.\nProviding and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and MoRT&H Technical specifications clause 2503. | BI01010001010000000000000515BI0100001203 | 9.857 | cum |
| 35 | 35 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | BI01010001010000000000000515BI0100001204 | 40 | kilo-litre |
| 36 | 36 | Pump Motor istallation | BI01010001010000000000000515BI0100001205 | ||
| 37 | 37 | Providing & Lowering of submerssible pump of 45 mtr. head with suitable single phase submerssible motor in/c additional 32 mtr. submerssible 3 core copper flat cable (2.5 mm size) along with 40 mm gi pipe ( medium class) both end welded with each column pipe in 3 mtrertion 900 G.I single end flange bend G.I flange short pice G.I. tailpice and 100 mm dia C.I. non-returnvalve etc complete in respect as per direction of the engineer in charge.\na) 2000 GPH capacity submerssible pump with 3 HP submerssible Motor. | BI01010001010000000000000515BI0100001206 | 1 | No |
| 38 | 38 | Supplying and fitting fixing of B 13 ( size width 450mmXlength 1200mmX height 850mm) fitted with 4 nos suportt of 75 mm X 75mm( 6mm thick) M.S. angle for embedding in 1:2:4 cement concrete base ( size 300 mm X 300 mm dia X600 mm) with proper locking arrangement and coated with anti corrosive main switch energy metter etc complete in all respect as per derection of the Engineer in charge. | BI01010001010000000000000515BI0100001207 | 1 | No |
| 39 | 39 | Supplying and fitting fixing single phase motor starter unit( with 2 pole contactor, overload relay , volty metre& amps metter) 32 amps main switch(| 220 volt) of hecvels/BCH/L&T make in KILOSK in/c necessary elctric wiring and G.I. pipe earthing etc complete as per direction of the Engineer in charge i).For 3 Hp Submersible motor. | BI01010001010000000000000515BI0100001208 | 1 | No |
| 40 | 40 | Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.\ni. 2.50 sqmm\n | BI01010001010000000000000515BI0100001209 | 30 | Mtr. |
| 41 | 41 | Trial run and commissioning of the same in all respect as per direction of the engineeri-in - Charge. | BI01010001010000000000000515BI0100001210 | 1 | Job |
| 42 | 42 | Laying of Pipeline | BI01010001010000000000000515BI0100001211 | ||
| 43 | 43 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm(slope-1 in 200) including getting out the excavated soil and 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. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.\nA). For UPVC pipes in new work\na). In all kinds of soil\ni). For pipes not exceeding 90 mm dia | BI01010001010000000000000515BI0100001212 | 1236 | Mtr |
| 44 | 44 | 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.\nA) External work. | BI01010001010000000000000515BI0100001213 | ||
| 45 | 45 | i. 40 mm dia. nominal bore\n | BI01010001010000000000000515BI0100001214 | 8 | mtr. |
| 46 | 46 | ii. 80 mm dia. nominal bore\n | BI01010001010000000000000515BI0100001215 | 8 | mtr. |
| 47 | 47 | 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. | BI01010001010000000000000515BI0100001216 | ||
| 48 | 48 | A.Class - 3 ( working pressure 6.0 kg / cm2) | BI01010001010000000000000515BI0100001217 | ||
| 49 | 49 | i)40 mm OD | BI01010001010000000000000515BI0100001218 | 600 | mtr |
| 50 | 50 | ii)50 mm OD | BI01010001010000000000000515BI0100001219 | 600 | mtr |
| 51 | 51 | iii) 90 mm OD\n | BI01010001010000000000000515BI0100001220 | 36 | mtr |
| 52 | 52 | 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 CPWD specification and direction of the Engineer - in - charge.\n | BI01010001010000000000000515BI0100001221 | ||
| 53 | 53 | i)50 mm dia A. PN - 1.0 | BI01010001010000000000000515BI0100001222 | 2 | each |
| 54 | 54 | 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.\n | BI01010001010000000000000515BI0100001223 | ||
| 55 | 55 | a) 15 mm dia. | BI01010001010000000000000515BI0100001224 | 50 | nos |
| 56 | 56 | b) 40 mm dia | BI01010001010000000000000515BI0100001225 | 2 | nos |
| 57 | 57 | c) 50 mm dia. | BI01010001010000000000000515BI0100001226 | 2 | nos |
| 58 | 58 | b) 80 mm dia. | BI01010001010000000000000515BI0100001227 | 1 | nos |
| 59 | 59 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\n | BI01010001010000000000000515BI0100001228 | ||
| 60 | 60 | a) 40 x 40 x 40 mm dia. | BI01010001010000000000000515BI0100001229 | 5 | nos |
| 61 | 61 | b) 50 x 50 x 50 mm dia. | BI01010001010000000000000515BI0100001230 | 5 | nos |
| 62 | 62 | c) 80 x 80 x 80 mm dia\n | BI01010001010000000000000515BI0100001231 | 2 | nos |
| 63 | 63 | Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\n | BI01010001010000000000000515BI0100001232 | ||
| 64 | 64 | ii) 50x50x15 mm dia | BI01010001010000000000000515BI0100001233 | 5 | nos |
| 65 | 65 | iii) 40x40x15 mm dia | BI01010001010000000000000515BI0100001234 | 5 | nos |
| 66 | 66 | iv) 80 x 80 x15 mm dia\n | BI01010001010000000000000515BI0100001235 | 1 | nos |
| 67 | 67 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\n | BI01010001010000000000000515BI0100001236 | ||
| 68 | 68 | a) 50 x 40 mm dia. | BI01010001010000000000000515BI0100001237 | 5 | nos |
| 69 | 69 | b) 80 x 50 mm dia\n | BI01010001010000000000000515BI0100001238 | 1 | nos |
| 70 | 70 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.\n | BI01010001010000000000000515BI0100001239 | ||
| 71 | 71 | iii) 15 mm dia\n | BI01010001010000000000000515BI0100001240 | 50 | nos |
| 72 | 72 | i) 40 mm dia | BI01010001010000000000000515BI0100001241 | 2 | nos |
| 73 | 73 | ii) 50 mm dia | BI01010001010000000000000515BI0100001242 | 2 | nos |
| 74 | 74 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.\ni) 15 mm dia\n | BI01010001010000000000000515BI0100001243 | 50 | nos |
| 75 | 75 | Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge.\nB). by manual means | BI01010001010000000000000515BI0100001244 | 40 | Mtr. |
| 76 | 76 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). \na) 15mm dia | BI01010001010000000000000515BI0100001245 | 300 | Mtr. |
| 77 | 77 | Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001246 | ||
| 78 | 78 | i. 10 mm nominal bore \n | BI01010001010000000000000515BI0100001247 | 50 | nos |
| 79 | 79 | ii.15 mm nominal bore | BI01010001010000000000000515BI0100001248 | 10 | nos |
| 80 | 80 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge\ni. 15 mm dia PVC /plastic bib cock | BI01010001010000000000000515BI0100001249 | 50 | No. |
| 81 | 81 | 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 CPWD specification and direction of the Engineer - in charge\n | BI01010001010000000000000515BI0100001250 | ||
| 82 | 82 | i. 40 mm dia\n | BI01010001010000000000000515BI0100001251 | 4 | nos |
| 83 | 83 | ii. 50 mm dia \n | BI01010001010000000000000515BI0100001252 | 4 | nos |
AI Tender Summary
Tender Timeline
Nov 13, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 03, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
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