Nrdwp Scheme At Nath Para In Arabindanagar Gp Under Bishalgarh R . D . Block / Construction Of 1 No . Semi Permanent Pump House , Laying Of C . I . , D . I And Pvc Pipe Line , Domestic Connection , Street Hydrant Including Installation Of

Tender Notice

23635941
Nrdwp Scheme At Nath Para In Arabindanagar Gp Under Bishalgarh R . D . Block / Construction Of 1 No . Semi Permanent Pump House , Laying Of C . I . , D . I And Pvc Pipe Line , Domestic Connection , Street Hydrant Including Installation Of
Indian
Tripura
15-02-2020
06-03-2020
07-03-2020

Tender Details

Nrdwp Scheme At Nath Para In Arabindanagar Gp Under Bishalgarh R . D . Block / Construction Of 1 No . Semi Permanent Pump House , Laying Of C . I . , D . I And Pvc Pipe Line , Domestic Connection , Street Hydrant Including Installation Of Pump And Motor

Key Value

Document Fees
INR 1000 /-
EMD
INR 13084.00 /-
Tender Value
INR 13.08 Lakhs /-

BOQ Items

Name of Work:NRDWP scheme at Nath para in Arabindanagar GP under Bishalgarh R. D. Block / Construction of 1 No. semi permanent Pump house, laying of C.I. ,D.I,& PVC pipe line, domestic connection, street hydrant in/c installation of Pump & Motor and other allied works during the year 2019-20
Sl. No. Item Description Item Code / Make Quantity Units
1 1 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 excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.\n BI01010001010000000000000515BI0100001112
2 1.01 All kinds of soil BI01010001010000000000000515BI0100001113 18 Cum
3 2 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. -All kinds of soil BI01010001010000000000000515BI0100001114 18.232 Cum
4 3 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. -All kinds of soil BI01010001010000000000000515BI0100001115 12.154 Cum
5 4 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. BI01010001010000000000000515BI0100001116 2.62 Cum
6 5 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: i). 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001117 6.746 Cum
7 6 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001118 1.546 Cum
8 7 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- a). In walls (any thickness) in/c attached pilasters, buttresses, piers abutment etc.1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001119 1.2 Cum
9 8 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- BI01010001010000000000000515BI0100001120
10 8.01 a).RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001121 0.912 Cum
11 8.02 b).RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas. 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001122 0.628 Cum
12 9 Centering shuttering including struttings, propping etc. and removal of form work for: BI01010001010000000000000515BI0100001123
13 9.01 a).Foundations, footings, bases for columns etc. for mass concrete with timber plan BI01010001010000000000000515BI0100001124 5.64 sqm
14 9.02 b).Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank BI01010001010000000000000515BI0100001125 9.6 sqm
15 9.03 c).Weather shade, Chajjas, corbels etc., including edges. BI01010001010000000000000515BI0100001126 3.593 sqm
16 10 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bar BI01010001010000000000000515BI0100001127 798.36 kg
17 11 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 ) BI01010001010000000000000515BI0100001128 14.175 Cum
18 12 Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- In Cement mortar 1:4 ( 1 cement : 4 fine sand ) BI01010001010000000000000515BI0100001129 37.335 sqm
19 13 First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) BI01010001010000000000000515BI0100001130 1.426 Cum
20 14 Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete. BI01010001010000000000000515BI0100001131 1.424 Cum
21 15 12 mm cement plaster of mix (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) BI01010001010000000000000515BI0100001132 16.96 sqm
22 16 Neat cement punning. BI01010001010000000000000515BI0100001133 20.5 sqm
23 17 6 mm cement plaster of mix (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) BI01010001010000000000000515BI0100001134 17.58 sqm
24 18 15 mm cement plaster on the rough side of single or half brick wall of mix: (i).Cement mortar 1:4 ( 1 cement : 4 fine sand ) BI01010001010000000000000515BI0100001135 93.128 sqm
25 19 Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. BI01010001010000000000000515BI0100001136 50 kg
26 20 Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size) BI01010001010000000000000515BI0100001137 22 Nos
27 21 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. BI01010001010000000000000515BI0100001138 22 sqm
28 22 Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. (i).0.63mm thick with zinc coating not less than 275gm/m2 BI01010001010000000000000515BI0100001139 27.04 sqm
29 23 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:- (i).Using flats 30x6mm for diagonal braces and central cross piece. BI01010001010000000000000515BI0100001140 6.84 sqm
30 24 Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge. i.150mm dia. BI01010001010000000000000515BI0100001141 6 mtr
31 25 Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] BI01010001010000000000000515BI0100001142 6.84 mtr
32 26 Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] BI01010001010000000000000515BI0100001143 39.5 sqm
33 27 Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/10 sqm) complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] BI01010001010000000000000515BI0100001144 55.5 sqm
34 28 Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets and dressing of sides, where required ramming of bottom, depth up to 1500 mm ( Slope 1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layer not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed with all required lead as per Chapter-2 of CPWD specification & direction of the Engineer-in-Charge. BI01010001010000000000000515BI0100001145
35 28.01 A). For UPVC pipes in new work.\na). In all kinds of soil\ni). For pipes not exceeding 90mm dia BI01010001010000000000000515BI0100001146 2680 mtr
36 28.02 ii). For pipes exceeding 90mm dia but not exceeding 300mm dia. BI01010001010000000000000515BI0100001147 700 mtr
37 28.03 B).For GI/CI/DI pipes in new work\na). in all kinds of soil\ni). For pipes exceeding 90mm dia but not exceeding 300mm dia. BI01010001010000000000000515BI0100001148 198 mtr
38 29 Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification nd direction of the Engineer-in-Charge. \ni).150mm dia BI01010001010000000000000515BI0100001149 5 Nos
39 30 Providing lead chalked joints to spun iron or C.I. pipes and specials in/c testing of joints but ex/c the cost of pig lead as per CPWD specification and direction of the Engineer-in-Charge. BI01010001010000000000000515BI0100001150
40 30.01 ii. 100 mm dia. BI01010001010000000000000515BI0100001151 10 Nos
41 31 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. BI01010001010000000000000515BI0100001152
42 31.01 iii.100mm dia. (PN-1.6) BI01010001010000000000000515BI0100001153 2 Nos
43 31.02 iv.80mm dia. (PN-1.6) BI01010001010000000000000515BI0100001154 1 Nos
44 32 Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. BI01010001010000000000000515BI0100001155
45 32.01 A).DI all socketted bend 90 degree (iii)100mm dia BI01010001010000000000000515BI0100001156 2 Nos
46 32.02 B).DI all socketted bend 45 degree (iii)100mm dia BI01010001010000000000000515BI0100001157 2 Nos
47 32.03 C).DI all socketted bend 22.5 degree (iii)100mm dia BI01010001010000000000000515BI0100001158 2 Nos
48 32.04 D).DI all socketted bend 11.25 degree (iii)100mm dia BI01010001010000000000000515BI0100001159 2 Nos
49 32.05 E) DI all socketted TEE (i).100X100X100mm dia BI01010001010000000000000515BI0100001160 1 Nos
50 32.06 EF.DI double socketted tapper(i) 100X80mm dia BI01010001010000000000000515BI0100001161 1 Nos
51 32.07 G) DI flanged socketted tail piece BI01010001010000000000000515BI0100001162
52 32.08 i).80mm dia BI01010001010000000000000515BI0100001163 1 Nos
53 32.09 i).100mm dia BI01010001010000000000000515BI0100001164 1 Nos
54 32.1 G).DI flanged spigotted tail piece BI01010001010000000000000515BI0100001165
55 32.11 i).80mm dia BI01010001010000000000000515BI0100001166 1 Nos
56 32.12 ii).100mm dia BI01010001010000000000000515BI0100001167 1 Nos
57 33 Providing and laying S & S C.I. standard specials such as tees, bends, collars, tapers, caps etc. ( Heavy class ) as per CPWD specification and direction of the Engineer - in - charge. \ni) Upto 300mm dia. BI01010001010000000000000515BI0100001168 0.05 ton
58 34 Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. i. 100 mm dia BI01010001010000000000000515BI0100001169 198 mtr
59 35 Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and excluding the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge\na)150 mm dia. BI01010001010000000000000515BI0100001170 36 Nos
60 36 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. BI01010001010000000000000515BI0100001171
61 36.01 i. 90 mm dia BI01010001010000000000000515BI0100001172 20 Nos
62 36.02 ii. 110 mm dia BI01010001010000000000000515BI0100001173 15 Nos
63 37 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. BI01010001010000000000000515BI0100001174
64 37.01 i. 90 mm dia BI01010001010000000000000515BI0100001175 3 Nos
65 37.02 ii. 110 mm dia BI01010001010000000000000515BI0100001176 2 Nos
66 38 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 pe CPWD specification and direction of the Engineer - in - charge. BI01010001010000000000000515BI0100001177
67 38.01 i. 90 x 90 mm dia BI01010001010000000000000515BI0100001178 6 Nos
68 38.02 ii. 110 x 110 mm dia BI01010001010000000000000515BI0100001179 6 Nos
69 39 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 CPWD specification and direction of the Engineer - in - charge. BI01010001010000000000000515BI0100001180
70 39.01 i. 110 x 90 mm dia BI01010001010000000000000515BI0100001181 10 Nos
71 40 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 CPWD specification and direction of\nthe Engineer - in - charge. BI01010001010000000000000515BI0100001182
72 40.01 i. 90 mm dia BI01010001010000000000000515BI0100001183 6 Nos
73 40.02 ii. 110 mm dia BI01010001010000000000000515BI0100001184 6 Nos
74 41 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. BI01010001010000000000000515BI0100001185
75 41.01 A. Class - 3 ( working pressure 6.0 kg / cm2) BI01010001010000000000000515BI0100001186
76 41.02 i 90 mm OD BI01010001010000000000000515BI0100001187 1800 mtr
77 41.03 ii 110 mm OD BI01010001010000000000000515BI0100001188 700 mtr
78 42 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. BI01010001010000000000000515BI0100001189 45 mtr
79 43 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 BI01010001010000000000000515BI0100001190
80 43.01 i. 40mm OD BI01010001010000000000000515BI0100001191 100 mtr
81 43.02 ii.50mm OD BI01010001010000000000000515BI0100001192 100 mtr
82 44 Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001193 1 Nos
83 45 Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/sqcm.) as per relevant IS specification and the direction of the Engineer - in-charge. BI01010001010000000000000515BI0100001194 1 Nos
84 46 Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge . i. For 3-phase connection with 4.00 mtr. Long G.I. Pipe. BI01010001010000000000000515BI0100001195 1 Nos
85 47 Installation of submerssible pump with motor upto the depth of 100 ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (pump, motor with cable will be issued by the Department at free of cost but G.I. pipe of medium class for column assembly will be supplied by the agency at his cost).\ni). 5000/7500capacity with 80 mm dia G.I. pipe and 10 mm thick G.I flange BI01010001010000000000000515BI0100001196 1 Nos
86 48 Providing and fitting, fixing steel sheet enclosed switch fuse units (suitable for DIN fuse) triple pole with Natural Link (TPN), 415/500 Volt, L & T / Havell’s /HPL make etc. complete as per specification and direction of the Engineer-in-Charge. iii.100 amps BI01010001010000000000000515BI0100001197 1 Nos
87 49 Providing and fitting, fixing of Fully Automatic Star Delta type Motor starter (3 ph 50 Hz, 415V, ) in steel Sheet Enclosures with contractors and Timer etc. complete suitable for submersible Pump L & T, BCH , ABB make as per specification and direction of the Engineer-in-Charge. i.50 HP/37 KW Relay range within 28-42+ 10%. BI01010001010000000000000515BI0100001198 1 Nos
88 50 Providing and fitting fixing of moving iron type, Range 0-100 V ,96mmX96mm size AC Amps meter direct reading type(L&T/AE make) with selector switch and CT coil as a electrical instrument of the panel board as per specification and direction of the Engineer-in-Charge. BI01010001010000000000000515BI0100001199 1 Nos
89 51 Providing and fitting fixing of moving iron type, Range 0-500 V, 96mmX96mm size AC Volt meter( L&T/ AE make) with selector switch as a electrical instrument of the panel board as per specification and direction of the Engineer-in-Charge. BI01010001010000000000000515BI0100001200 1 Nos
90 52 Providing and fitting, fixing 3 phase indicating lamps fitted with panel board with three different colour lamp complete with batten holder as per direction of the Engineer-in-Charge. BI01010001010000000000000515BI0100001201 1 Nos
91 53 Providing and fitting fixing with PVC insulated single core Multi strand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. ii. 25sqmm BI01010001010000000000000515BI0100001202 30 mtr
92 54 Providing and fitting fixing of Moulded Case Circuit Breaker\n(MCCB) of Thermal release range 415 + V, 50Hz (L &T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. iii. 50-63 Amps, BI01010001010000000000000515BI0100001203 1 Nos
93 55 Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.\ni).100mm nominal bore. BI01010001010000000000000515BI0100001204 1 Nos
94 56 Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-in-charge ( G.I. pipe will be provided by the agency at his own cost & risk). (i). For 80mm dia GI pipe with 10mm thick GI flange BI01010001010000000000000515BI0100001205 6.1 mtr
95 57 Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. (i).15mm dia 150mm long BI01010001010000000000000515BI0100001206 196 Nos
96 58 Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. (i).15mm nominal bore BI01010001010000000000000515BI0100001207 98 Nos
97 59 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. (a).15mm dia BI01010001010000000000000515BI0100001208 196 Nos
98 60 Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in - charge. BI01010001010000000000000515BI0100001209 98 Nos
99 61 Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. (i).15mm dia BI01010001010000000000000515BI0100001210 130 Nos
100 61.01 ii).40mm dia BI01010001010000000000000515BI0100001211 2 Nos
101 61.02 iii).50mm dia BI01010001010000000000000515BI0100001212 3 Nos
102 62 Providing and fixing G.I . Pipe complete with necessary holes (12mm dia) and dlamp in/c cutting and making etc. (internal work \ni)50mm nominal bo0re BI01010001010000000000000515BI0100001213 40 mtr
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