Construction Of 50 Bedded Female Barrack At Jap 8 Lesliganj In The District Of Palamu .
Tender Value
1.02 Crore
Estimated cost
Bid Submission
05 Nov 2020
0 days left
EMD
2.06 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
JAP 8, Lesliganj → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 50 Bedded Female Barrack At Jap 8 Lesliganj In The District Of Palamu .
BOQ
| Name of Work: Construction of 50 Bedded Female Barrack at JAP-08, Lesliganj in the district of Palamu. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Section- I Building Works | 1 | ||
| 2 | 2 | 5.1.1 \nEarth work 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 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 2 | 178.232 | cum |
| 3 | 3 | 5.1.2\nExtra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B) | 3 | 178.232 | Cum. |
| 4 | 4 | 5.1.10\nProviding 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/I (Mode of measurement compacted volume) | 4 | 49.823 | cum |
| 5 | 5 | 5.6.1\nProviding designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I | 5 | 254.472 | Sqm |
| 6 | 6 | 5.3.4 \nProviding P.C.C.M 100 in normal mix of (1:3:6) in foundation with approved quality of stone metal grade II (50mm to 25mm size) clean coarse sand to 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/I | 6 | 29.14 | Cum. |
| 7 | 7 | 5.2.3\nProviding designation 75A brick work in CM (1:6) in Foundation and plinth with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 7 | 18.773 | Cum. |
| 8 | 8 | DSR 4.10\nProviding and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) | 8 | 34.995 | Cum. |
| 9 | 9 | 5.3.5.1\nProviding R.C.C.M 200 with nominal mix of (1:1.5: 3) in foundation and plinth with approved quality of stone chips 20mm 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/I | 9 | 33.681 | Cum. |
| 10 | 10 | 5.3.14\nProviding R.C.C.M 200 with nominal mix of (1:1.5: 3) in columns with approved quality of stone chips 20mm 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/I | 10 | 28.918 | Cum. |
| 11 | 11 | 5.3.6.1\nProviding R.C.C.M 200 (1: 1.5: 3) in Band at Plinth level with approved quality of stone chips 20mm 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, taxes and royalty all complete as per building specification and direction of E/I | 11 | 13.935 | Cum. |
| 12 | 12 | 5.3.11\nProviding R.C.C.M 200 with nominal mix of (1:1.5: 3) in beam of all types with approved quality of stone chips 20mm 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/I | 12 | 41.099 | Cum. |
| 13 | 13 | 5.3.9.1\nProviding R.C.C.M 200 with nominal mix of (1: 1.5: 3) in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, (but excluding the cosat of reinforcement) taxes and royalty all complete as per building specification and direction of E/I\n | 13 | 78.265 | Cum. |
| 14 | 14 | 5.3.18.1\nProviding R.C.C.M 200 with normal mix of (1:1.5: 3) in stair case with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, 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/I\n | 14 | 9.888 | Cum. |
| 15 | 15 | 5.3.15.1\nProviding Av. 63 MM thk M200 With nominal mix in Chajja..(1:1.5:3) Chajja with apporoved quality ofstone chips 20 mm to 6 mm size graded and cleane coarse sand of FM. 2.5 to 3 including making drips course in concrete , sereening centering shuttring and mixing cement concrete in mixer and placing in posotion vibrating striking 6 mm cemet plaster 1:4 in ceiling and side of chajja with sand of FM. 1.5 curing (but excluding the cost of reinforcement ) taxes and royalty sll complere as per building specefication and direction of E/I | 15 | 71.197 | Sqm |
| 16 | 16 | 5.3.17.1\nProviding 35mm thick precast R.C.C M-200 with with nominal mix of (1:1.5:3) shelves with apporoved quality of stone chips 12 mm to 6 mm size graded and cleane coarce sand of FM 2.5 to 3 with 1.5 mm cement punning at top and side and 6 mm cement plaster (1:4) at bottom including screening curing and placing the slab in in position taxes and royalty all complete as per building specefication ad direction of E/I | 16 | 56.423 | Sqm |
| 17 | 17 | 5.2.14\nProviding designation 75 A 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 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. | 17 | 101.646 | Sqm |
| 18 | 18 | 5.2.50\nProviding designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\"x4.5\"x3\") in CM (1:3) in super structure with approved quality of Clean coarse sand of F.M 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials raking our joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I | 18 | 84.354 | Sqm |
| 19 | 19 | 5.2.23\n Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. | 19 | 310.526 | Sqm |
| 20 | 20 | 5.3.8.1\nProviding R.C.C.M 200 with nominal mix of (1: 1.5: 3) in lintel with approved quality of stone chips 20mm 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, taxes and royalty all complete as per building specification and direction of E/I | 20 | 8.666 | Cum. |
| 21 | 21 | 5.7.3\nProviding 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 on inside wall 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 | 21 | 1734.03 | Sqm |
| 22 | 22 | 5.7.6 \n Providing 6mm 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, scafolding taxes and royalty all complete as per buildings specification and direction of E/I. | 22 | 772.382 | Sqm |
| 23 | 23 | 5.5.1\nProviding reinforcement (Round bars confirming to I.S. 432 dia In mm (I.S. 2062 Gr A) of 6 &8 mm. dia rods as per approved design and drawing excluding carriage of bars to work site, cutting, bending, and binding with annealed wire with cost of wire, removal of rust, placing the rods on position all complete as per building specification and direction of E/I.\n(i) 6 mm dia Gr. A ( Only valid for SAIL & TATA Steel) | 23 | 0.5 | M.T. |
| 24 | 24 | 5.5.4\nProviding Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of 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 builing specification and direction of E/I. (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) | 24 | 7.13 | M.T. |
| 25 | 25 | 5.5.5 \nProviding Tor Steel reinforcement of 10mm , 12 mm & 16 mm dia bars as per approved design and drawing excluding carriage of 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 | 25 | ||
| 26 | 26 | (a) 10 mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) | 26 | 2.397 | M.T. |
| 27 | 27 | (b) 12 mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) | 27 | 4.694 | M.T. |
| 28 | 28 | (c) 16 mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) | 28 | 4.694 | M.T. |
| 29 | 29 | (d) 20 mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) | 29 | 4.694 | M.T. |
| 30 | 30 | DSR 10.18\n Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | 30 | 38 | each |
| 31 | 31 | 5.7.21\nMaking 6x6 mm Groove in plaster surface over walls trully horizantal and vertical as specified as regular interval , at all heights including claening finishing scaffoolding and curing with all leads and lifts of water all complete as per building specification and direction of E/I. | 31 | 380 | mtr |
| 32 | 32 | D.S.R. 13.80\nProviding and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface\nto prepare the surface even and smooth complete. | 32 | ||
| 33 | 33 | Over Internal & External Surface | 33 | 2648.81 | Sqm |
| 34 | 34 | DSR / 13.46.1\nFinishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20\nkg/ 10 sqm) | 34 | 945.802 | Sqm |
| 35 | 35 | 5.8.18\nProviding two coats of oil bound distemper of approved make & shade over a coat of cement primer over new surface including preparing the plastered surface by rubbing, smooth with pumic stone or fine sand paper, aplying putty wherever required, scaffolding , washing of flores and taxes etc. all complete as per building specification direction of E/I. | 35 | 2506.41 | Sqm |
| 36 | 36 | JSOR page no .27\nProviding & supplying Cico liquid / impermo water proofing compound in cement concrete or cement mortar @ 2% of cement quqntity by weight ( as specified) for water proofing, including all carraige and taxes . | 36 | 78 | Ltr. |
| 37 | 37 | 5.3.25\nProviding G.I. pipe hand rails with 40mm G.I. pipe of I.T.C. or equivalent make properly fitted and fixed in position to rail posts with all necessary accessories and taxes all complete as per building specification and direction of E/I. | 37 | 21.639 | Mtr. |
| 38 | 38 | DSR 12.41.2\nProviding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.\n110 mm diameter | 38 | 86.4 | M |
| 39 | 39 | DSR 12.42 \nProviding and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :\n5382, leaving 10 mm gap for thermal expansion. | 39 | ||
| 40 | 40 | ( 12.42.5.2) 110 mm bend | 40 | 8 | Each |
| 41 | 41 | ( 12.42.6.2) Shoe 110 mm | 41 | 8 | Each |
| 42 | 42 | 5.10.34 \nProviding 150 mm wide BRICK DRAIN in cement mortar (1:6) with avarage 150mm. Clear depth and 125 mm apron including cost of earthwork involved with 75m cement concrete (1:4:3) over one brick designation 75A, flat soling in proper grade and slope at the base , the drain dully plastered in C.M.(1:3) with puning over exposed surface all complete as per building specification and direction of E/I. | 42 | 80.458 | M |
| 43 | 43 | DSR 4.17\nMaking plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement:3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 43 | 52.469 | Sqm |
| 44 | 44 | 21.1\nProviding and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : | 44 | ||
| 45 | 45 | 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)\n21.1.2.3 Polyester powder coated aluminium\n(minimum thickness of polyester powder\ncoating 50 micron) | 45 | 774 | Kg. |
| 46 | 46 | 21.3\nProviding and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):\n21.3.1 With float glass panes of 4.0 mm thickness | 46 | 77 | Sqm |
| 47 | 47 | DSR 9.119\nProviding and fixing factory made P.V.C. door frame manufactured by M/s Rajshri or equivalent of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers speci fication and direction of Engineer-in-Charge.- | 47 | 69.3 | Mtr |
| 48 | 48 | DSR 9.120.2 \nProviding and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mmthick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive\netc. complete as per direction of Engineer-in-charge, manufacturer’s\nspecification & drawing.\n30 mm thick pre laminated PVC door shutters | 48 | 22.05 | Sqm |
| 49 | 49 | 5.5.12\nSupplying, fitting and fixing M.S. grill made of 20x6mm M.S. flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, hoisting carriage of grill to work site, hoisting as per building specification and direction of E/I. | 49 | 706.692 | Kg. |
| 50 | 50 | DSR 10.14.1.1\nProviding and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness,\nincluding hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge Fixing with adjustable lugs with split end tail to each jamb\n | 50 | 82.8 | RM |
| 51 | 51 | 5.4.34\nSupplying, fitting & fixing 30mm thick solid core type decorative single leaf flush door shutters in doors with both side decorative venier with black board core bended with high quality in all formaldehyde synthetic resin of standered with aluminium fittings such as hinges, tower bolts, handle, cleats aldrop, door stopper & sand blocks & taxes all complete as per detail drawing building specification & direction of the E/I. | 51 | 30.34 | Sqm |
| 52 | 52 | DSR 11.38\nProviding and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. | 52 | 80.63 | Sqm |
| 53 | 53 | 11.41/ D.S.R\nProviding and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades,\nlaid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.\n11.41.2 Size of Tile 600x600 mm | 53 | 503.75 | Sqm |
| 54 | 54 | 8.31/ D.S.R \nProviding and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | 54 | 161.76 | Sqm |
| 55 | 55 | DSR 8.2.2.2\nProviding and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 Cement : 4 coarse sand) with joints treated with white cement ,mixed with matching pigment, epoxy touch ups, including rubbing ,curing etc. complete at all levels. GRANITE OF ANY COLOUR AND SHADE -Area of slab Over 0.5 sqm . | 55 | 5.34 | sqm |
| 56 | 56 | DSR 8.3.2\nProviding edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.\n8.3.2 Granite work | 56 | 8.9 | Mtr |
| 57 | 57 | DSR 11.26\nKota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :\n11.26.1 25 mm thick | 57 | 70.68 | Sqm |
| 58 | 58 | DSR 13.68\nFrench spirit polishing :\n13.68.1 Two or more coats on new works including a coat of wood filler | 58 | 69.782 | Sqm |
| 59 | 59 | 5.8.41\nProvinding primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dirt, scales smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurment Area shall be multiplied by the co-efficient as indicated in building specificaton.) | 59 | 77.4 | Sqm |
| 60 | 60 | 5.8.45 \nProviding two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I | 60 | 77.4 | Sqm |
| 61 | 61 | 5.3.29\nExtra for R.C.C of P.C.C work for each consecutive floor above first floor complete as per direction of E/I | 61 | 57.396 | Cum |
| 62 | 62 | 5.2.27\nExtra for Brick work for each consecutive floor above first floor including watering and scaffolding all complete as per direction of E/I (In S.F.) | 62 | 68.521 | Cum |
| 63 | 63 | 5.7.20\nExtra for plaster work over exterior surface for each consecutive floor above first floor including cost of scaffolding etc. all complete as per direction of E/I. | 63 | 392.411 | sqm |
| 64 | 64 | 5.6.24\nExtra for FLOORING work for each consecutive floor above first floor including watering and scaffolding, all complete as per direction of E/I. | 64 | 231.17 | sqm |
| 65 | 65 | 5.8.25\nExtra for each coat of cement wash, distemper , paint or snowcem over exteriour surface for each consecutive floor above first floor including scaffolding etc. all complete as per building specefication and direction of E/I | 65 | 630.535 | sqm |
| 66 | 66 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. | 66 | ||
| 67 | 67 | (A) Bricks(1k+7p)= 8 km | 67 | 45.3383 | % 0 Nos. |
| 68 | 68 | (B) Fly Ash Brick 15 km | 68 | 35.8926 | % 0 Nos. |
| 69 | 69 | (C) Local sand 3 km | 69 | 53.708 | Cum. |
| 70 | 70 | (D) Coarse sand ( 1k+9p) =10 km | 70 | 124.399 | Cum. |
| 71 | 71 | (E) Chips = 12 km | 71 | 30.971 | Cum. |
| 72 | 72 | (F) Cement (3 km) | 72 | 50.021 | MT |
| 73 | 73 | (G) Steel (3 km) | 73 | 23.97 | MT |
| 74 | 74 | Section - II Water supply and sanitary installation works | 74 | ||
| 75 | 75 | 3.2.1\nSupplying, Fitting and Fixing vitreous white Glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S. apporoved make with 100mm H.C.I \"p\" trape 15 liters C.I pull and let go flushing cistern of names or other I.S.S. equivalent make complete with all fittings, C.I. or C. C. brackets 32 mm alkathene/P.V.C. telescopic flush pipe anout 2 M long with one bragg couping and clamps G.I chain and pull including supplying and fixing a pair of vitreous whotr glazed earthenware ware footrest to be fixed in floor 15mm C.I body brass spindle stope cock weight not less then 50 grms, 15mm P.V.C. conection pipe 150 mm long and exposed pipe and cistern with two coates of apporoved paint over a coat of red oxide etc. all complete as per specification and direction of E/I. (A) 580 mm long (C) with12.5 lit. low level PVC cistern. | 75 | 8 | each |
| 76 | 76 | DSR 18.49.1\nProviding and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :\n18.49.1 15 mm nominal bore | 76 | 21 | Each |
| 77 | 77 | DSR 18.65\nProviding and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | 77 | 12 | Each |
| 78 | 78 | DSR 18.53.1\nProviding and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 (a) 15mm nominal bore | 78 | 15 | Each |
| 79 | 79 | DSR 18.75.1\nProviding and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour 15 mm nominal bore, weighing not less than 32 gms | 79 | 21 | Each |
| 80 | 80 | DSR 17.32.1\nProviding and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : \nCircular shape 450 mm dia | 80 | 10 | Each |
| 81 | 81 | DSR 17.7.2\nProviding and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | 81 | 8 | Each |
| 82 | 82 | DSR 18.58.1.2\nProviding and fixing PTMT grating of approved quality and colour. 125 mm nominal dia with 25 mm waste hole\n | 82 | 21 | Each |
| 83 | 83 | DSR 17.10.2.1\nProviding and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :610x510 mm bowl depth 200 mm | 83 | 1 | Each |
| 84 | 84 | DSR 17.28.2.1\nProviding And fixing 32 mm waste pipe for sink or wash basin including P.V.C. waste fittings complete.\n32 mm dia | 84 | 8 | Each |
| 85 | 85 | DSR 18.8\nProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.\n | 85 | ||
| 86 | 86 | (DSR 18.8.1) \n15 mm nominal outer dia Pipes | 86 | 35 | M |
| 87 | 87 | (DSR 18.8.2) \n20 mm nominal outer dia Pipes | 87 | 15 | M |
| 88 | 88 | DSR 18.9\nProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External work | 88 | ||
| 89 | 89 | (DSR 18.9.3)\n25 mm nominal outer dia Pipes | 89 | 45 | M |
| 90 | 90 | JSR 3.3.8\nSupllying and matarials with lobour for construction inspection chamber of designation class 75b brick deep 600x450 internal diamention having 250mm wall thickness in cement morter(1:6)including 12mm cement plaster (1:4)with punning on inside and cement plaster (1:6)with 600x450mm G.I. cover with frame (weight not less than 36k.g)in foundation and refilling all complete as per specification and direction of E/I. | 90 | 4 | Each |
| 91 | 91 | DSR 19.6.3\nProviding and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :250 mm dia. R.C.C. pipe | 91 | 15 | Mtr |
| 92 | 92 | DSR 18.52.1\nProviding and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore\n | 92 | 6 | Each |
| 93 | 93 | DSR 17.72\nProviding and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | 93 | 12 | Each |
| 94 | 94 | DSR 12.41\nProviding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,\n(i) Single socketed pipes.\n12.41.2 110 mm diameter | 94 | 40.5 | Mtr |
| 95 | 95 | DSR 12.42\nProviding and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. | 95 | ||
| 96 | 96 | PVC Door Tee 110mm dia SINGLE JUNCTION | 96 | 8 | Each |
| 97 | 97 | PVC Plain Bend 110mm dia | 97 | 8 | Each |
| 98 | 98 | 110mm dia PVC cowel | 98 | 8 | Each |
| 99 | 99 | Floor trap 110mm dia | 99 | 14 | Each |
| 100 | 100 | 110 mm 45 degree offset PVC | 100 | 14 | Each |
| 101 | 101 | DSR 18.18\nProviding and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : | 101 | ||
| 102 | 102 | 18.18.3 25 mm nominal bore | 102 | 2 | Each |
| 103 | 103 | Basic rate of JSOR page 17 (42) of (x)\nProviding and fixing C.P. brass swan neck sink cock for kitchen sink of approved quality 15mm nominal bore, approved brand C.P. fittings. | 103 | 1 | Each |
| 104 | 104 | DSR 18.48\nProviding and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 104 | 4000 | Ltr. |
| 105 | 105 | Section III 200x150xmm dia Deep bore Well With Pump set & electrification etc works. | 105 | ||
| 106 | 106 | DW & SD \nBasic rate item no. 116\nSuppling all materisls labour and tools and cost of drilling 200mm x 165mm bore well in all kinds of soil and rock in rural area for installation of pump set with hydrolic DTH rig machine, all complete including suplying all materials tools, drilling rig, Air compressor and equipments, as well as fuel, lubricants and cost of transprtation of Rig machine and other vehicles up to the site. | 106 | ||
| 107 | 107 | a) From 0.0M to 50.0 M belew G.L | 107 | 50 | P/M |
| 108 | 108 | b) From 51.0 M to200.00 M belew G.L | 108 | 150 | P/M |
| 109 | 109 | DW& SD \nBasic rate item no. 117(A)\nsupplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe itc including all taxes, VAT, Excise duty, freight charges with inspection charges etc as applicable, etc all complete job. | 109 | 30 | P/M |
| 110 | 110 | DW& SD \nCleaning Flushing and devloping of drilled hole for testing the discharge of water development of bore well by continueous flow of water bu using heavy compresser upto satisfaction of E/I. To get uniterrupted flow of water free from sand and soil etc. | 110 | 2 | Hr |
| 111 | 111 | DW & SD \nBasic rate item no. 117(B)\nSupplying and fitting M.S cap over 200mm dia casing pipe as per direction of E/I For safety of drilling bore including providing of guard for safety of the same till returned final. | 111 | 1 | Each |
| 112 | 112 | DW & SD \nBasic rate item no. 120(II) Page no-44(i)\nSupplying 100 mm dia submersible pump sets confirming to IS 8034 and motor confirming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/ noryl impeller. Motor suitable for working on 415V + 10%, 3PH, 50 Hz, A.C. supply with cable guard, thrust carbon/ fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design. Anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single/ double run shall be provided with each pump. | 112 | ||
| 113 | 113 | PM 1-2-2\nSubmersible Pump 150 mm dia ( with Bronze impeller) up to 8 stages 2.0 HP | 113 | 1 | Each |
| 114 | 114 | Analysed & Approved \nSupplying complete panel board with all accessories ( starter 1 no, volt meter 1 no, amp meter 1 no,100 amp kit kat ( male & female ) all complete job. | 114 | 1 | Each |
| 115 | 115 | DW & SD \nBasic rate item no. CB 1-3 Page no- 44(xi)\nSupplying 3 core flat flexible submersible cable with, copper conductor, PVC insulated and PVC sheathed.\n3 Core 4mm thick | 115 | 70 | M |
| 116 | 116 | Analysed & Approved \n2no heavy duty clamp 40mm dia suitable for 200 mm dia pipe with all complete job. | 116 | 2 | Each |
| 117 | 117 | DW & SD \nBasic rate item no. 9(K) (v) Page no 13\nSupplying & lowering 40mm da column G. I. pipe with all complete job. | 117 | 75 | P/M |
| 118 | 118 | Septic tank | 118 | ||
| 119 | 119 | 5.1.1\nEarth work 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 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 119 | 40.53 | Cum. |
| 120 | 120 | 5.1.2\nExtra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B) | 120 | 40.53 | Cum. |
| 121 | 121 | 5.1.10\nProviding 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/I (Mode of measurement compacted volume) | 121 | 1.2 | Cum. |
| 122 | 122 | 5.2.2\nProviding designation 75A brick work in C.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. | 122 | 9.88 | Cum |
| 123 | 123 | 5.2.23\nProviding designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. | 123 | 6 | Sqm |
| 124 | 124 | 5.3.2\nProviding P.C.C.M 150 in normal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm 6 mm 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, taxes and royalty all complete as per building specification and direction of E/I | 124 | 2.41 | Cum. |
| 125 | 125 | 5.3.11\nProviding R.C.C.M 200 nominal mix of (1:1.5: 3) in beam of all types with approved quality of stone chips 20mm 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/I | 125 | 0.04 | Cum. |
| 126 | 126 | 5.3.30\nProviding precast R.C.C.M -150 with nominal mix.of (1:2:4) slab of desired size with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position, (but excluding the cosat of reinforcement) taxes and royalty all complete as per building specification and direction of E/I | 126 | 1.61 | Cum |
| 127 | 127 | 5.5.4\nProviding Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of 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 builing specification and direction of E/I. (TMT Fe 500 (Only valid for SAIL & TATA Steel ) | 127 | 0.068 | M.T. |
| 128 | 128 | 5.5.5\nProviding Tor Steel reinforcement of 10mm , 12 mm & 16 mm dia bars as per approved design and drawing excluding carriage of 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 | 128 | ||
| 129 | 129 | 10 mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) | 129 | 0.062 | M.T. |
| 130 | 130 | 5.6.1\nProviding designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I | 130 | 15 | Sqm |
| 131 | 131 | 5.7.2\nProviding 12mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 approved water proofing compound 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. | 131 | 61.46 | Sqm |
| 132 | 132 | 5.7.11\nProviding 1.5 mm thick cement punning including curing, carriage of water with all leads and lifts of water as per building specification and direction of E/I. | 132 | 61.46 | Sqm |
| 133 | 133 | 3.2.7\nSupplying fitting & fixing H.C.I. pipes with ear of approved make confirming to I.S.I. 1729 including supplying nails and bobins short pieces, cutting loose collars lead and yarn for making lead caullked joints, cutting pipes to size including earth work or scaffolding where necessary etc all complete as per spectification & direction of E/I. | 133 | ||
| 134 | 134 | ( a ) 100 mm dia. | 134 | 3 | M |
| 135 | 135 | Basic Rate of SOR (page no 20)\nProviding and laying brick bats in soakpit with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. | 135 | 6.8 | Cum |
| 136 | 136 | Basic Rate of SOR (page no 42)\n Supplying, fitting and fixing C.I. cover with frame for mane hole and inspection chamber with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I. (a) Size 600 x 450 mm (Wt. 25 Kg). | 136 | 2 | Each |
| 137 | 137 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. | 137 | ||
| 138 | 138 | (A) Bricks(1k+7p)= 8 km | 138 | 5.548 | %0 Nos. |
| 139 | 139 | (B) Local sand 3 km | 139 | 1.8 | Cum. |
| 140 | 140 | (C) Coarse sand ( 1k+9p) =10 km | 140 | 10.56 | Cum. |
| 141 | 141 | (D) Chips = 12 km | 141 | 4.8 | Cum. |
| 142 | 142 | (F) Cement (3 km) | 142 | 3.1 | MT |
| 143 | 143 | (G) Steel (3 km) | 143 | 0.17 | MT |
| 144 | 144 | Electrification Work | 144 | ||
| 145 | 145 | Note:- OF MAKE\n (1)PVC insuleted copper conductor wire of make:-Havell's/Polycab/Anchor \n (2)PVC conduit of thiknss 1.5mm/2mm for wiring:-Polycab/ANCHOR/AKG\n (3) GI modular box of make -: Anchor/ Havells/Legrand/ \n (4)Switches/soket outlet for modular type:- Anchor (roma)/Havells(cabtree)Legrand\n (5)MCCB,MCB,SFU,CHANGEOVER,RCCB,MCB-DB:-Havell's/L&T/C&S\n (6)XLPE/PVC aramoured cable:-Havell's/Polycab/V-guard\n (7) LED ITTING FIXTURE -: Havells/Bajaj/Crompton (Model/as per E/I )\n (8) CEALING / WALL / EXHAUST FAN -: Havells / Bajaj / Usha / Crompton (Model/as per E/I )\n (9)OCTAGONAL POLE-: Bajaj/Philips/Surya\n (10) CHEMICAL EARTHING OF MAKE - TRUEPOWER EARTHING\n (11) CENTRALISED AIR CONDITIONING OF MAKE - VOLTAS/MITSHUBISHI/ \n TOSHIBA/DAIKIN\n (12)ALL ELECTRICAL WIRING WORK SHOULD BE CONCEALED\n(13) CABLE TRAY OF MAKE - INDANA, AARNAV, LEGRAND\n\n \n | 145 | ||
| 146 | 146 | 1.1\n Point wiring in PVC conduit, with modular type switch:-Wiring for light point/fan point/exhaust fan point/call bell point with 1.5. sq.mm FR PVC Insuleted copper conductor single core cable in recessed PVC conduit, with modular type switch, pheonlic lamineted sheet,suitable size G.I.box etc. | 146 | ||
| 147 | 147 | 1.1.1 Group A | 147 | 110 | Point |
| 148 | 148 | 1.4\nTwin control point wiring PVC conduit with modular type switch:-wiring for Twin control point with 1.5 sq mm FR PVC Insuleted copper conductor single core cable in recessed PVC conduit, 2 way modular, switch, pheonlic lamineted sheet,suitable size G.I.box etc.as required. | 148 | 3 | Point |
| 149 | 149 | 1.5\nPower plug wiring in PVC conduit (2x4 sq mm) :- Wiring for light/Power plug with 2x4 sq mm FR PVC insuleted copper conductor single core cable in recess PVC conduit along with 1 Nos. 4 sq mm FR PVC insuleted copper conductor single core cable for loop earthing as required. | 149 | 45 | M |
| 150 | 150 | 1.7\nCircuit/submain wiring in PVC conduit:-Wiring for circuit/submain wiring along with earth wire with the following size PVC insuleted copper conductor single core cable in recessed PVC conduit as required | 150 | ||
| 151 | 151 | (1.7.1)\n2x1.5 sq mm+1x1.5 sq mm earth wire | 151 | 250 | M |
| 152 | 152 | (1.7.2)\n2x2.5 sq.mm. +1x2.5 sq.mm. Earth wire for light/fan cicuit. | 152 | 180 | M |
| 153 | 153 | (1.7.4)\n2x6 sq.mm.+ 1x6 sq.mm. Earth wire for TPN lighting Distribution Board. | 153 | 90 | M |
| 154 | 154 | (1.7.11)\n4x10 sq mm+2x10 sq mm earth wire | 154 | 1 | M |
| 155 | 155 | 1.27\nS/F Modular boxes, base & covre plate:-following size/ modular G.I box along with modular base & cover plate for modular switches in recess etc, as required. | 155 | ||
| 156 | 156 | (1.27.3)\n6 module(78mm x 205mm x 50mm) | 156 | 25 | Nos |
| 157 | 157 | 1.24\nS/F modular type switch /socket :- Supplying and fixing following modular type switch box/cover including connections but excluding modular plate etc as required | 157 | ||
| 158 | 158 | (1.24.1)\n5/6amp switch | 158 | 45 | Nos |
| 159 | 159 | (1.24.4)\n3pin 5/6 amps, socket outlet | 159 | 45 | Nos |
| 160 | 160 | (1.25)\nS/F Modular type electronic fan regulator:-Supplying and fixing stepped type fan regulator on the existing modular plate switch box including connectionons but excluding modular plate etc, as required. | 160 | 28 | Nos |
| 161 | 161 | 1.32\nS/F power plug point with modular type accessories:- Supplying and fixing suitable size G.I.box with modular plate and cover in front on recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular switch conection painting etc, as required. | 161 | 3 | Each |
| 162 | 162 | 1.33\nS/F ceiling rose:-\nSupplying and fixing 2 pin 5 amp, ceiling rose on the existing junction box/wooden block including connection etc as required. | 162 | 98 | Each |
| 163 | 163 | 1.44\nITC ceiling fan:-\nInstaliation, testing and commissioning of ceiling fan including wiring the down rod of standard length( uptwo 30 cm) with 1.5 sq mm.FR PVC insulated copper conductor, single core cable etc as required | 163 | 28 | Nos |
| 164 | 164 | 1.48\nITC exhaust fan up to 450 mm, sweep:-\nInstallation of exhaust fan up to 450 mm. sweep in the exiting opening, including making the hole to suit the size of above fan, making good the damage, connection testing commissioning etc as required. | 164 | 9 | Nos |
| 165 | 165 | 2.6\nS/F Sheet metal ON/OFF-Load chenge over:-\nProviding and fixing following capacity 2 pole/ 4 pole ON/OFF-Load chenge over switches with side handle opreation, in sheet inclosure in existing panel board including drilling holes in metal board, making connection, earthing the body etc as required | 165 | ||
| 166 | 166 | (2.6.4)\n63 amps, 4 pole | 166 | 1 | Nos |
| 167 | 167 | 2.8\nS/F SP MCB DB :\nSupplying and fixing of following way single pole & neutral, sheet steel , MCB distribution board 240 volts, on surface /recess , complete with tinned copper bushbars ,neutral busbar, earth bar , din bar ,detachable gland plate , interconnections ,phosphatized and powder painted including earthing etc. as requried. (but without MCB/RCCB/ISOLATOR) | 167 | ||
| 168 | 168 | (2.8.9)\n12 way SPN, double door. | 168 | 3 | Each |
| 169 | 169 | 2.9\nS/F T.P.MCB DB:-\nSupplying and fixing following way three pole and nutral,sheet,MCB distribution board,415 volt,in recess,complete with tinned copper busbar,earth bar, din bar, detachable gland plate, interconnections, phosphatized and power painted including earthing etc. as required.(But without MCB/RCCB/ISOLATOR) | 169 | ||
| 170 | 170 | (2.9.4)\n4 way (4+12),Double door, Horizontal type | 170 | 1 | Each |
| 171 | 171 | 2.11\nMCB & MCB DB'SS/F \"B\" series, S.P. MCB:\nSupplying and fixing 6 amps to 32 amps, rating, 240 volts, 'B' series, maniature circuit breaker of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required . | 171 | ||
| 172 | 172 | (2.11.1)\n6/32 amps, Single pole, \"B\" series | 172 | 30 | Nos |
| 173 | 173 | 2.12\nS/F 'C' series. S.P.MCB:-\nSupplying and fixing 6 amps to 32 amps rating,240 volts, 'C' series miniature circuit breaker suitable for lighting and others loads of following poles in the exiting MCB DB complite with connections. Testing and commisioning etc as required. | 173 | ||
| 174 | 174 | (2.12.6)\n40 amps ,DP | 174 | 6 | Each |
| 175 | 175 | (2.12.10)\n50/63 amps, TPN | 175 | 1 | Each |
| 176 | 176 | 2.13\nS/F SP MCB blanking plate:-\nSupplying and fixing Single pole blanking plate in exiting MCB DB complete etc as required. | 176 | 6 | Each |
| 177 | 177 | 2.19\nP/F M.V. danger notice plate:-\nProviding and fixing M.V danger notice plate of 200mm x150mm made of mild steel, at least 2mm thick, and vitreous enamelled white on both sides, and with inscription in single red coiour on front side as required. | 177 | 1 | Each |
| 178 | 178 | 3.2\nG.I Earth pipe electrode with salt charcoal :-\nEarthing with G.I. earth pipe 4.5 mtr long,40mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. as required. with salt charcoal or coke. | 178 | 3 | Set |
| 179 | 179 | 3.12\nS/L 25mmX6mm G.I. earth strip in ground :-\nSupplying and laying 25mmX6mm G.I.strip 0.50 metre bellow ground as strip level earth electrode, including soldring etc. as required. | 179 | 20 | Mtr. |
| 180 | 180 | 4.2\nP/F G.I. lightning conductor finial:-\nProviding and fixing of lighting cnductor finial, made of 25 mm dia 300mm long, copper tube having single prong at top, with 85mm dia 3mm thick G.I. base plate including holes etc. complete as required. | 180 | 1 | Each |
| 181 | 181 | 4.4\nReverting, sweating and soldering of copper/G.I. tape(with another coppr/G.I. tape, base of the finial or any other metallic object) as required. | 181 | 5 | Each |
| 182 | 182 | 4.7\nP/F G.I. lightning conductor tape in horizontal run:-\nProviding and fixing copper tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(For horizontal run) | 182 | 2 | M |
| 183 | 183 | 4.8\nP/F G.I lightning conductor tape in vertical run:-\nProviding and fixing copper tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(for vertical run) | 183 | 15 | M |
| 184 | 184 | 5.1\nMV cable laying upto 25 sq.mm. in ground:-\nLaying of one number PVC insuleted and PVC sheathed/ XLPE power cable of 11 KV grade of size not exceeding 25 sq.mm. direct in ground including excavetion, sand coushioning, protective covering and refilling the trench etc as required. | 184 | 40 | M |
| 185 | 185 | CABLE (External electrical work) | 185 | ||
| 186 | 186 | Code No. 1905\nS/L PVC XLPE insuletd PVC sheathed, heavy duty, armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts,(conforms to IS:1554, part-1)\n16 sq.mm. 4 core | 186 | 55 | Mtr |
| 187 | 187 | Analised & approved\nProviding of 300mm exhaust fan with all accessosries | 187 | 8 | Nos |
| 188 | 188 | Analised & approved\nProviding of 1200mn ceilling fan with all accessosries | 188 | 28 | Nos |
| 189 | 189 | Analised & approved\nProviding of surface and wall mounted 10 Watt LED batten, extruded, aluminium, housing, provided for efficient bisspation with polycorbonate deffuser and integrated electronic driver fixture size in mm (600 x 108x62) (Attachment 10 Watt) brand name- endura liner neo(LHEWEBP7IN1W10) (Off make havels) | 189 | 80 | Nos |
| 190 | 190 | Analised & approved\nProviding of 45 watt LED streetlight made up of pressure dia cast housing with toughned glass and individual high power LEDs with secondary optics, IP66 protection and impact resistance of IK07. (suitable for 36 mm dia pipe max) 45 W 6000K Brank name- ENDURA CITYLINER NEO (LHETAXU7IN6J045) Havells. | 190 | 1 | Nos |
| 191 | 191 | DSR 12.37\nSupplying and fixing of light class G.I. pipe of 50 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required | 191 | 1 | Nos |
| 192 | 192 | Section VI Boundary Wall (100 Mtr.) | 192 | ||
| 193 | 193 | 5.1.1 \nEarth work 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 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 193 | 28.56 | cum |
| 194 | 194 | 5.1.2\nExtra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B) | 194 | 7.14 | Cum. |
| 195 | 195 | 5.1.7\nFilling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. | 195 | 19.04 | Cum. |
| 196 | 196 | 5.1.10\nProviding 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/I (Mode of measurement compacted volume) | 196 | 3.73 | cum |
| 197 | 197 | 5.6.1\nProviding designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I | 197 | 51.73 | Sqm |
| 198 | 198 | 5.3.2\nProviding P.C.C.M 150 in normal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm 6 mm 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, taxes and royalty all complete as per building specification and direction of E/I | 198 | 3.73 | Cum. |
| 199 | 199 | 5.3.5.1\nProviding R.C.C.M 200 with nominal mix of (1:1.5: 3) in foundation and plinth with approved quality of stone chips 20mm 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/I | 199 | 4.01 | Cum. |
| 200 | 200 | 5.3.14\nProviding R.C.C.M 200 with nominal mix of (1:1.5: 3) in columns with approved quality of stone chips 20mm 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/I | 200 | 5.16 | Cum. |
| 201 | 201 | 5.3.11\nProviding R.C.C.M 200 with nominal mix of (1:1.5: 3) in beam of all types with approved quality of stone chips 20mm 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/I | 201 | 5.5 | Cum. |
| 202 | 202 | 5.2.50\nProviding designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\"x4.5\"x3\") in CM (1:3) in super structure with approved quality of Clean coarse sand of F.M 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials raking our joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I | 202 | 37.85 | Cum. |
| 203 | 203 | 5.7.3\nProviding 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 on inside wall 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 | 203 | 385 | Sqm |
| 204 | 204 | 5.8.24\nProviding 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/I. | 204 | 385 | Sqm |
| 205 | 205 | 5.5.4\nProviding Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of 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 builing specification and direction of E/I. (TMT Fe 500 (Only valid for SAIL & TATA Steel ) | 205 | 0.4 | M.T. |
| 206 | 206 | 5.5.5 \nProviding Tor Steel reinforcement of 10mm , 12 mm & 16 mm dia bars as per approved design and drawing excluding carriage of 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 | 206 | ||
| 207 | 207 | (a) 10 mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) | 207 | 0.26 | M.T. |
| 208 | 208 | (b) 12 mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) | 208 | 0.806667 | M.T. |
| 209 | 209 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. | 209 | ||
| 210 | 210 | (A)Fly Ash Bricks(3k+8p)= 8 km | 210 | 16.5556 | % 0 Nos. |
| 211 | 211 | (B) Local sand 3 km | 211 | 2.19 | Cum. |
| 212 | 212 | (C) Coarse sand ( 1k+9p) =10 km | 212 | 27.81 | Cum. |
| 213 | 213 | (D) Chips = 12 km | 213 | 16.28 | Cum. |
| 214 | 214 | (F) Cement (3 km) | 214 | 12.28 | MT |
| 215 | 215 | (G) Steel (3 km) | 215 | 1.11556 | MT |
| 216 | 216 | Section VII - Concertina Wire Fencing Work | 216 | ||
| 217 | 217 | Material + 10% C.P.\nSupplying M.S. Angle Post 50 x 50 x 6mm Size as per building specification and direction of E/I. | 217 | 0.248889 | MT |
| 218 | 218 | 5.5.23\nDrilling 6 mm dia. holes in M.S. Angle Iron for fitting of Stable etc.as per building specification and direction of E/I. | 218 | 333 | Each |
| 219 | 219 | 5.5.28\nLabour for fabricating and hoisting and fixing in position structural steel work in Rs. Joist, channel, angle,Tee ---- as per building specification and direction of E/I. | 219 | 0.248889 | MT |
| 220 | 220 | 5.5.24\nLabour for cutting M.S. Angle iron post to required length , One end splited as fish tailed in a length of 150 mm complete as per building specification and direction of E/I. | 220 | 37 | Each |
| 221 | 221 | 5.8.45 \nProviding two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I | 221 | 11.65 | Sqm |
| 222 | 222 | DSR 16.53 \nProviding and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m) having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | 222 | 100 | M |
| 223 | 223 | Section VIII - Gate | 223 | ||
| 224 | 224 | 5.5.30\nSupplying, fitting anf fixing MS Grill gate with MS Grills made of 20x6mm MS flats or 16 mm MS square bars fitted on 25x25x6 mm MS Angle frame of size 60x60x6 mm including cost of fabrication , providing necesary locking arrangement with haskal and domny duly fixed in PCC (1:2:4) blocks of required size applying apriming red lead paint over steel work taxes all complete as per drawing specification and direction of E/I. (when steel is not supplied by the deptt) | 224 | 420 | kg |
| 225 | 225 | 5.5.8\nSupplying, fitting anf fixing 250x20x6 mm L type MS Clamp properly fishtailed , including making holes and setting the same in 375x125x75 mm , cemnet concrete block (1:2:4) with cost of all labour and meterials and taxes as per building specification and direction of E/I | 225 | 6 | Each |
| 226 | 226 | Rain Water Harvesting | 226 | ||
| 227 | 227 | 5.1.1\nEarth work 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 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 227 | 29.538 | Cum. |
| 228 | 228 | 5.1.2\nExtra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B) | 228 | 29.538 | Cum. |
| 229 | 229 | 5.1.10\nProviding 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/I (Mode of measurement compacted volume) | 229 | 7.512 | Cum. |
| 230 | 230 | 5.6.1\nProviding designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I | 230 | 11.333 | Sqm |
| 231 | 231 | 5.3.2\nProviding P.C.C.M 150 in normal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm 6 mm 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, taxes and royalty all complete as per building specification and direction of E/I | 231 | 0.85 | Cum. |
| 232 | 232 | 5.2.3\nProviding designation 75A brick work in CM (1:6) in Foundation and plinth with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 232 | 14.1 | Cum. |
| 233 | 233 | SOR Page 20 of Itm no 9 & 10% CP\n Stone Metal at quarry site .. Traxes and royalty all complete as per building specification and direction of E/I.\n0.90 m Gravel filling | 233 | ||
| 234 | 234 | 0.90 M stone Boulder filling | 234 | 5.152 | Cum. |
| 235 | 235 | 5.3.30.1\nProviding precast R.C.C.M -200 with nominal mix.of (1:1.5:3) slab of desired size with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position, (but excluding the cosat of reinforcement) taxes and royalty all complete as per building specification and direction of E/I | 235 | 0.753 | Cum |
| 236 | 236 | 5.7.1\nProviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 approved water proofing compound 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. | 236 | 6.21 | Sqm |
| 237 | 237 | 5.7.6 \n Providing 6mm 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, scafolding taxes and royalty all complete as per buildings specification and direction of E/I. | 237 | 6.21 | Sqm |
| 238 | 238 | 5.5.4\nProviding Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of 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 builing specification and direction of E/I. (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) | 238 | 0.113 | M.T. |
| 239 | 239 | DSR 12.41.2\nProviding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.\n110 mm diameter | 239 | 31.8 | M |
| 240 | 240 | DSR 12.42 \nProviding and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :\n5382, leaving 10 mm gap for thermal expansion. | 240 | ||
| 241 | 241 | ( 12.42.5.2) 110 mm bend | 241 | 8 | Each |
| 242 | 242 | ( 12.42.6.2) Shoe 110 mm | 242 | 2 | Each |
| 243 | 243 | DSR 12.43.2\nProviding and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand)\nand making good the wall etc. complete\n(110 mm ) | 243 | 12 | M |
| 244 | 244 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. | 244 | ||
| 245 | 245 | (A) Bricks(1k+7p)= 8 km | 245 | 6.09 | %0 Nos. |
| 246 | 246 | (B) Local sand 3 km | 246 | 7.512 | Cum. |
| 247 | 247 | (C) Coarse sand ( 1k+9p) =10 km | 247 | 5.8 | Cum. |
| 248 | 248 | (D) Chips = 12 km | 248 | 1.412 | Cum. |
| 249 | 249 | (F) Cement (3 km) | 249 | 1.838 | MT |
| 250 | 250 | (G) Steel (3 km) | 250 | 0.113 | MT |
| 251 | 251 | SOR PHED (page no 31 sl no 117) DT: \nBasic rate for 115/125 mm dia drilled Tube Well for drilling in all kinda of Soil and rock for installation o hand pump with DI rings all complete including supplyin all materials, labours , tools drilling rigs air compressor and equipments s well as fuel li\ubricant for making 115/125 mm dia boring etc and cost of transporting rig machine and other vechile up to site of work including contrctor profit & OH chares as per specification and directtion of Engineer Incharge fo the year 2015-16. | 251 | ||
| 252 | 252 | Drilling upto 30 M depth below G.L in Rular area | 252 | 30 | P/M |
| 253 | 253 | Drilling beyond 31 mtr upto 55 mtr below GL in Rural area | 253 | 30 | P/M |
| 254 | 254 | SOR PHED (page no 17 sl no 105) \nBasic rate of 32 mm UPVC pipe 125 mm dia conforming o IS: latest version:\n | 254 | 30 | P/M |
| 255 | 255 | S/M/L for F/f wire mesh pipe | 255 | 1 | Each |
| 256 | 256 | Add 12% GST | 256 | 1 | Nos |
| 257 | 257 | Add 1% Lebour Cess | 257 | 1 | Nos |
AI Tender Summary
Tender Timeline
Oct 20, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 09, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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