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Construction Of Crematorium Shed In Sudna Near Water Treatment Plant Koyal River Side In Ward No. 02 Under Medininagar Municipal Corporation, medininagar-Jharkhand

Urban Development Department-UDD has published Construction Of Crematorium Shed In Sudna Near Water Treatment Plant Koyal River Side In Ward No. 02 Under Medininagar Municipal Corporation. Submission Date for this Tender is 04-01-2024. Shed Construction Tenders in medininagar Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

41151053
Construction Of Crematorium Shed In Sudna Near Water Treatment Plant Koyal River Side In Ward No. 02 Under Medininagar Municipal Corporation
Open Tender
Indian
Jharkhand
medininagar
04-01-2024

Tender Details

Construction Of Crematorium Shed In Sudna Near Water Treatment Plant Koyal River Side In Ward No. 02 Under Medininagar Municipal Corporation

Key Value

Document Fees
INR 10000 /-
EMD
INR 69700.0 /-
Tender Value
INR 34.83 Lakhs /-

BOQ Items

Name of Work: BOQ for Construction of Crematorium shed in Sudna Near water treatment plant , Koyal river side under medininagar municipal Corporation
Sl. No. Item Description
1Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.
2Extra for earthwork in hard soil as perspecification and direction of E/l.
3Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).
4Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).
5Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.
6Providing P.C.C. M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade III (50 mm to 25 mm size) 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, taxes and royalty all complete as per building specification and direction of E/l.
7Providing R.C.C. M - 200 with nominal mix of (1:1.5:3) in foundation and plinth 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 of E/l.
8Providing R.C.C.M - 200 in band at plinth level 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 of E/l.
9Providing R.C.C.M - 200 with nominal mix of (1:1.5:3) in columns 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 of E/l.
10Providing Tor steel reinforcement of 12mm. dia. rods as per approved design and drawing excluding carriage of M.S. 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/l. TMTFe 500
11Providing centering and shuttering do….do...all complete as per building specification and direction of E/l.
12Providing designation 75 B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l.
13Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.
14Providing two coat of snowcem of approved shade and make 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/l.
15Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l. (where materials is not supplied by the deptt.) @19KG/M2
16Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/l.
17Supplying, fitting and fixing steel gate with 16mm dia M.S bars at 15cm centers with spear shaped top ends projected 225mm beyond frame fitted on 40x40x6mm M.S. Angle frame of size 60x60x6mm including cost of fabrication, providing necessary locking arrangements with haskel and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying priming coat of red lead over steel work, taxes all complete as per drawing, specification and direction of E/l.(30 kg per sqm)
18Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/l.
19Uprooting rank vegetation and weeds by digging the area to a depth of 60cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growthsafter 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts
20Fine dressing of the ground
21Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment).
22Supplying and stacking of well decayed cow dung manure at site including royalty and carriage up to 1.0 km (cow dung manure measured in stacks will reduced by 8% for Payment)
23Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-in-charge
24Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Engineer-in-charge (cost of sludge, dump manure and / or good earth to be paid separately).
25Providing and Displaying Mascarena Palm well developed with fresh & healthy foliage leaves 150 to 180 cm ht. in 35 cm Cement pot as per direction of the officer-in-charge
26Providing and displaying of Areca palm having ht. 1.50 m to 1.80 m with 6 to 8 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
27Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50.0 m, lift up to 1.50 m complete (cost of sludge, manure or extra earth to be paid for separately)
28Planting Permanent Hedges including Digging of Trenches (Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart)
29Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer"s specifications & direction of Engineerin-Charge.80 mm thick Cement concrete paver block of M-30 grade with approvedcolour, design & pattern.
30Providing and laying 15 mm - 23 mm thick kotah stone slab flooring of approved size, texture and colour over 19mm thick base of lime morter (1:1:1) (lime putty : surkhi: coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I. (iv)600 X600 mm size
31Reinforcedcementconcreteworkinbeams,suspendedfloors,roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size).
32Providing designation 75A brick work inC.M (1: 4) in foundation and plinth with 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I.
33Providing designation 75 A brick work in C.M. (1: 4) in superstructure with 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.
34Reinforcedcementconcreteworkinbeams,suspendedfloors,roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size).
35Reinforcedcementconcreteworkinbeams,suspendedfloors,roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size).
36Reinforcedcementconcreteworkinbeams,suspendedfloors,roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size).
37Reinforcedcementconcreteworkinbeams,suspendedfloors,roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size).
38Providing 25mm thick cement plaster (1:4) 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 of E/I.
39Supplying G.C.I Sheet 0.63 mm …....... Do..do… E/I.
40Labour Charges for fitting & fixing G.C.I Sheet do….do…
41Providing truss item with fitting do…do.. all complete
42Providing Containerdo….do…E/I
43Wall painting and writingdo…do…E/I. L.S
44ALUMINIUM DUST-BIN – PGGD 12 (3 ft.)§ Product Area :- 0.31 m dia.§ Capacity :- 37 ltrs.This novel kind of dustbin is especially designed for accommodating dry as well as wet kind of trash. The cylinder of the bin is fabricated out of Aluminum perforated sheet 280-300 mm in diameter and 380 mm long with a self-closing tilt able lid. The drum is mounted on nylon bearings to provide it with complete rotation of the drum to facilitate the garbage removal. The frame of the dustbin is made up of 25 NB powder coated GI pipes.
451. PV module 12V 75 WP: 1 No2.LED luminary 9 /12watt LED : lumens : 1 No (Dusk to dawn Operation )With built in charge controller3. Battery 12 V 40Ah/42 Ah SMF /VRLA / Lead Acid -1 No4. Pole M.Swith battery box : 5m length5. Dia of Pole - 45mm & Guage - 1.8mmThe solar street light is a stand alonesystem , with dusk to dawn operation .with 3 days autonomy .Warranty : 5 years on the PV module ( Module life 25 years )Life 25 years ) Luminary : 2 years warrantyBattery : warranty36monthsCable : 4Sq. mm, 2 Core for Self mounted & Hardware & Acc.: As per the configurations made.
46Construction for 115/125 mm dia drilled Tube-Well for drilling in all kinds of soil rock for installation of hand pump with D.T.H Rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant for making 125/115 mm dia boring etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of Engineer-in-charge.(a) Up to 30mtr. Depth bellow G.L. in Rural Areas
47(b) Beyond 30mtr.In Rural Areas
48Providing all equipments and labour for lowering 125mm dia blue UPVC Casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site.
49Supplying labour cement and calcium chloride or bentonite solution and equipments for Grouting to Casing Pipe all complete job including carriage of material to work site as per specification & direction of E/I
50Supplying labour ,equipments and labour for doing washing flushing and developing of drilled tube well to give clean and clear water all complete job as per specification & direction of E/I
51Supplying all materials labours and equipment including 125 mm dia GI/CI cap 125 mm dia T/W properly all complete and taking it out as per specification & direction of E/I. (the cap will be property of department)
52Supplying 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.
53Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.
54Supplying 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.
55Supplying 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.
56Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.
57cost 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.
58Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239 (Part 1990).
59Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.-5543459
60Carriage of material Cement
61Sand
62Stone Chips
63Bricks
64Add 18% GST
65Add 1% Labour Cess
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