Drinking Water And Sanitation Department has published Tender For Construction Of Sanitary Complex Toilet Cum Bathroom 10 Units In The District Of Latehar Under D W And S Division, Latehar For The Year 2024-25 Turn Key Basis Gr No. R P Latehar. Submission Date for this Tender is 09-04-2024. Toilet Bathroom Tenders in latehar Jharkhand. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | SanitaryComplex ( Toilet cum Bathroom ) |
2 | Earth work excavation in foundation trenches in foundation trenches in ordinary soil (videclassification of soil item - AB) & disposal of excavated earth obtained to a distance up to 50M including all lift leveling, ramming the foundation trenches removing root of trees, shrubs all complete as per approved design. |
3 | Providing, coarse clean sand in filling in foundation trenches/ in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of E/I. |
4 | Supplying all materials, Labours, tools & doing 75 A, one brick flat soiling (70 mm) in foundation trenches joints filled with local sand as per specification & direction of E/I. |
5 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone chips 20mm to 6mm isgraded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
6 | Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I. |
7 | Providing 50mm thick damp proof course with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6mm six graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, and mixing cement concrete in mixer with 5% cico or any other approved water proofing compound and placing in position, striking, curing, taxes and royalty all complete, as per building specification and direction of E/I. |
8 | Providing designation 75A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 To 2.5 including providing 10 mm thick mortar joints, costs of screening- Materials, scaffolding, raking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I |
9 | Providing R.C.C.M-200 with nominal mix of (1:1.5:3}) in roof slab with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement, taxes and royalty all complete, as per building specification and direction E/I. |
10 | Providing R.C.C.M-200 with nominal mix of (1:1.5:3) in Cover Slab slab with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement, taxes and royalty all complete, as per building specification and direction E/I |
11 | Providing 12 mm thick cement plaster (1:6) with approved quality of clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I. |
12 | Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F-M- 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction E/I. |
13 | Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. |
14 | Supplying, fitting and fixing 20 gauge GCI sheet gate fitted on M.S angle frame ofsize 60 x 60 x 6 mm, including cost of fabrication, pro viding necessary locking arrangement with hackle and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. |
15 | Providing two coat of snowcem of approved shade and makes over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding curing and taxes all complete as per building specification and direction of E/I. |
16 | Providing or steel reinforcement of 10 mm,8mm- dia rods as per approved design and drawingexcluding carriage of M-S- rods (straight or in coils) to work site- Cutting, bending and binding with annealed wire including the cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. |
17 | Providing 25 mm thick first class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19mm thick (1:2:4) with 12mm to 6mm size graded stone chips and top layer 6mm- Thick (1:2) with 6mm down stone chips, in panels including cost of curing, finishing the surface smooth by rubbing with carbonados stone, taxes and royalty with all complete as per building specification and direction of E/I. |
18 | P.H.E AND WATER SUPPLY WORK |
19 | Supplying all materials, labour and tools for fixing uPVC pipeswith red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipe to size and threading ends if requiredetc. all complete as per specification and direction of E/I. |
20 | 15 mm dia nominal bore uPVC Pipe in wall |
21 | 25 mm dia nominal boreuPVC Pipe in wall |
22 | ELBOWS -15 mm dia. |
23 | ELBOWS - 25 mm dia. |
24 | TEE PLAIN -25 mm dia. |
25 | REDUCING SOCKET - 25*15 mm dia. |
26 | NIPPLE - 15 mm dia. |
27 | NIPPLE - 25 mm dia. |
28 | UNION SOCKET - 25 mm dia. |
29 | Providing and fixing male-ended 15 mm dia brass Bibcock of approved quality (wt. Not less than 350 gm.) With extra socket all complete as per specification and direction of E/1. |
30 | Providing and fixing 15 mm dia male-ended C.I. Push cock (wt. Not less than 400 gms. ) of approved quality with extra socket all complete as per specification and direction of E/1. |
31 | Providing and fixing Gun metal full way valve of approved quality all complete, as per specification and direction of E/I- a)25 mm dia and weight not less than 500grms- |
32 | Making holes in walls for laying GI pipes and restoring the same after pipe laying as per specification and direction of E/1. b) 250 mm thick wall |
33 | Providing and fixing Vitreous White Glazed Indian water closet of ISI mark ( e.g Hindustan/Parry were/cera /Nycer or any other equivalentmake) 580mmlong |
34 | Supplying and fixing uPVC fittings. |
35 | 110 mm x 110 mm dia. P-Trap |
36 | 110 mm dia. Plain Bend |
37 | 100 mm dia. Plain Tee |
38 | Labour for laying& fitting uPVC pipe with collars in lines, level and grade and providing approved jointing materials and joints properly filled to make than leak, proof including providing sight rails, boning rod, night guard, red light and barrier etc. all complete as per specification and direction of E/1. |
39 | Supplying materials and labour for construction of 500 x 500 x 600 mmchamber of brick masonry with 125 mm thick work of designation 75 B in cement mortar (1:6) with 12 thick cement plaster in CM (1:6) on inside only having 50mm thick R.C.C.- cover having 12mm dia lifting rings, 2nos- stop cock chamber will rest over 80mm thick PCC- (1:3:6) over one brick flat Soils, including cost of earthwork, all complete job, as per approved design, specification and direction of E/I. |
40 | ELECTRICAL WORKS |
41 | Electric wiring, and other electrical fittings in sanitary complex as per required as per JSEB specification & direction of E/I. |
42 | Construction of drilling 200mmX165mm dia X 140 m deep bore well in all kind of soil and rock in rural area for installation of Hand Pump bore set with Hydraulic DTH rig Machine all complete including supplied all materials, tools, drilling rig, air compressor and equipments as well as, fuel, lubricants and cost of transportation of rig Machine and other vehicle upto the site. |
43 | a) 0.00 m to 50.00 m deep below G.L in rural area. |
44 | b) Above 50.00 m deep in rural area . |
45 | Supplying all tools tackless & lowring of 200 mm dia. M.S ERW casing pipe of 6mm wall thickness including Welding charge, cost of pipe etc. all complete job. |
46 | Supplying all Materials, labour,tools, & equipment for fitting & fixing 200mm dia. M.S cap over casing pipe complete job. |
47 | Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium)pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials. |
48 | Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I. |
49 | Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials. |
50 | Supplying all materials, labours and equipment for constructing PCC (1:2:4) circular platform around each drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per UNICEF design etc. all complete. Including carriage of materials. |
51 | Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials. |
52 | Add Extra Item for Supplying tools, labours and materials for painting, numbering and year for construction of T/Well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of T/W such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of E/I. |
53 | cost of standard I.S.I. mark Deep Well Hand Pump for India mark-II, I.S.I. 15500 (Part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. Connecting Rods made of bright bar electro-galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. |
54 | Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990). |
55 | Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459 |
56 | Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres Capacity Water storage Tank(DWSD item No-01 M) |
57 | Transportation Charge |
58 | Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour |
59 | Making hole in Tank |
60 | Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc. |
61 | supplying Submersible Pump set confirming to I.S 8034 and Motor confirming to I.S 9283. Shall be suitable for various delivery head and discharge |
62 | supplying Flat flexible submersible cable with corper conductor PVC insulated and PVC sheathed ad per IS: 7098 |
63 | Provinding and supplying in standard length HDPE pipe confirming to IS 4984 - 4984/14151/12786/13488 ( Latest Revision with necessary jointing including couper and texes) |
64 | supplying PVC coated steel wire rope wire rope clamp, CI havy bore cap, required special required MCB & dry run protector with sutable cable |
65 | supplying Installation, Testing & commissioning with all tools & Part for 240 single phase sen & Pandit make Automatic Voltage control stabilizer capacity 5 KVA 90-300 Volt |
66 | Earthwork in excavation in foundation trenches in hard soil(Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I |
67 | Providing designation 75 A brick work in CM(1:6) in foundation and plinthwith approved quality of clean coarse sand of F M 2 to 2.5 including providing 10mm thick mortar joints. cost of screening, materials raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
68 | Providing designation 75 A brick work in CM(1:6) in foundation and plinthwith approved quality of clean coarse sand of F M 2 to 2.5 including providing 10mm thick mortar joints. cost of screening, materials raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. 0.786*(1.50^2 -1.0^2)*1.65*80% |
69 | Providing designation 75 A brick work in CM(1:6) in foundation and plinthwith approved quality of clean coarse sand of F M 2 to 2.5 including providing 10mm thick mortar joints. cost of screening, materials raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
70 | Providing RCC M200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips(20 mm to 6 mm size) clean coarse sand of FM 2.5 to 3 including sceening,shuttering mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer in charge. |
71 | Providing Tor steel reinforcement of 10mm, 12 mm and 16 mm dia bars as per approved design and drawing excluding carriage of MS bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TOTAL R.C.C = 0.18@0.09MT/M^3 |
72 | Carriage of material (10%) of sub estimate 1 |
73 | (2 Sets of 5 nos.) of sub estimate 1 = 468184.05 |
74 | Carriage of material (10%) of sub estimate 5 |
75 | (2 soak pit.) of sub estimate 5 = 12112.34 |
76 | Add 18% GST. |
77 | Add 1% Labour Cess |
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