Construction Of C . C . Road , Conversion Of Roof Sheets , Water Harvesting , Electrification And Renovation Of Toilet Work Construction Of C . C . Road , Conversion Of Roof Sheets , Water Harvesting , Electrification And Renovation Of Toilet Work A
Tender Value
1.61 Crore
Estimated cost
Bid Submission
11 Nov 2019
0 days left
EMD
3.23 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
RSWC Warehouses at Tonk and Dooni → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of C . C . Road , Conversion Of Roof Sheets , Water Harvesting , Electrification And Renovation Of Toilet Work Construction Of C . C . Road , Conversion Of Roof Sheets , Water Harvesting , Electrification And Renovation Of Toilet Work At State Warehouse , Tonk And Dooni .
BOQ
| Name of Work: Construction of CC Road, Conversion of Roof Sheets, Water Harvesting Structure & Renovation of Toilet work at RSWC, TONK AND DOONI | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Repair Work at TONK | |||
| 2 | 1.01 | Demolishing Stone Masonary manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. In cement mortar. | Item 01 | 15 | CUM |
| 3 | 1.02 | Dismantling roofing including ridges, hips, valleys and rafters etc. and stacking the within 50 meter lead of: A.C. Sheet. | Item 02 | 2460 | SQM |
| 4 | 1.03 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. | Item 03 | 50 | CUM |
| 5 | 1.04 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). | Item 04 | 10 | CUM |
| 6 | 1.05 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Hot rolled deformed bars. | Item 05 | 1000 | kg |
| 7 | 1.06 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix. | Item 06 | 50 | CUM |
| 8 | 1.07 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | Item 07 | 200 | SQM |
| 9 | 1.08 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand) | Item 08 | 50 | CUM |
| 10 | 1.09 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level wall upto 30 cm. and less thickness walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand). | Item 09 | 50 | CUM |
| 11 | 1.1 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. | Item 10 | 500 | SQM |
| 12 | 1.11 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification. | Item 11 | 30 | Sqm |
| 13 | 1.12 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. | Item 12 | 300 | rm |
| 14 | 1.13 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. | Item 13 | 500 | SQM |
| 15 | 1.14 | White washing with lime to give an even shade including all scaffolding: New work (three or more coats). | Item 14 | 3000 | SQM |
| 16 | 1.15 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). | Item 15 | 5000 | SQM |
| 17 | 1.16 | P & F 1st quality Vitrified tiles on floor, skirting and steps etc. in different sizes ( thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete size 600mm X 600mm. | Item 16 | 160 | Sqm |
| 18 | 1.17 | Providing and fixing steel gate, grating, and grills made of angles, tees square bars, flats, or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide Extra if square, rectangular hollow tubelar sections are used or grill made by flats only. | Item 17 | 1500 | kg |
| 19 | 2 | CC.ROAD at TONK | |||
| 20 | 2.01 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). | Item 18 | 1050 | CUM |
| 21 | 2.02 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs.using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | Item 19 | 1570 | CUM |
| 22 | 3 | Electrification Work at TONK | |||
| 23 | 3.01 | Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm. nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 KV grade and 1.5 sq. mm. nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 KV grade (IS : 694) of approved make on surface ISI marked(IS-19427-P-II) PVCcasing capping and its accessories, round tiles, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point 6 A switch, 3.0 mm. thick ISI marked phenolic laminated sheet, zinc plated/brass screw, cup washers, making connections, testing etc. as required. Short point (upto 3mtr.) Group-2 | |||
| 24 | 3.02 | (a) Short Point (upto 3 mtr.) | Item 20 | 30 | NOS. |
| 25 | 3.03 | (b) Medium Point (upto 6 mtr.) | Item 21 | 10 | NOS. |
| 26 | 3.04 | (c) Long Point (upto 10 mtr.) | Item 22 | 10 | NOS. |
| 27 | 3.05 | Wiring for 3 pin 5 amp light plug point with 1.5 sqmm. nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 KV grade and 1.5 Sq. mm. nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 KV grade (IS:694) of approved make in surface/recessed ISI marked medium duty PVC conduit and it's accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in swith board & falce ceiling point, 6 A swith, 6 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated/ brass screws, cup washers, making connections, testing etc. as required on board. Grade-II. | Item 23 | 20 | POINT |
| 28 | 3.06 | P&F IP-65 protected LED street light luminaire on existing bracket. Fixture made from powder coated single piece pressure die cast aluminium housing with Heat disslpation fins on housing with UV stablised PC/toughned glass cover lens/reflector. Input power (including driver loss) ranging from 20-25 W/30-40W/80-90W/110-120W with luminous efficacy ?80Lumens /W(warm white)& ?85Lumen/W(cool white)(As per LM79). LEDs of CREE / NICHIA / OSRAM / PHILIPS make is to be used at 1W /2W per LED,CRI?70 and CCT 2700K-6500K. The Integral SMPS based electronic driver must have effeciency ?85%, power factor?0.95. THD ?20% and input voltage range from 90-270 V AC at 50Hz.System life of 25,000 Burning Hours with 70% of initial Lumens maintained. Fixture must be in compliance with IS/CE Standards.LED Street Light fixture 20-25 Watts | Item 24 | 20 | Nos. |
| 29 | 3.07 | Providing and fixing bracket made out of ‘B’ class G.I. pipe 38mm. dia in required size and shape fixed with M.S. clamps and nuts, bolts on wall or pole etc. as required mtr. B-Class. | Item 25 | 12 | RM |
| 30 | 3.08 | S&F 25 mm. size (dia) of ISI marked medium duty PVC conduit along with accessories in surface/recessed using saddles, clamps, fastener as required including cutting the wall and making good the same as required. Group-I (AKG, BEC, Polycab, Shrinath, Plaza). Grade-II. | Item 26 | 600 | RM |
| 31 | 3.09 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. Group p-2 | |||
| 32 | 3.1 | 1 x 1.5 sq.mm | Item 27 | 600 | RM |
| 33 | 3.11 | 2 x 2.5 sq.mm | Item 28 | 600 | RM |
| 34 | 3.12 | 2 x 4.0 sq.mm for powder circuit | Item 29 | 600 | RM |
| 35 | 3.13 | P/Laying PVC insulated & PVC sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554, P-I of category-2 of approved makein ground as per I.S. 1255 including excavation of 30 cm. x 75 cm. size trench, 25 cm thick under layer of sand IInd class bricks covering, refilling earth, compaction of earth, making necessary connections testing etc. as required of size 6 sqmm. 4 core armoured. (Vimal Power, Romson, Metro, Khaitan, JMP). | Item 30 | 100 | RM |
| 36 | 3.14 | P&F two pin energy efficient compact flourscent lamp in existing holder/fixture as required. 36 watt 4 pin Group-II | Item 31 | 20 | NOS. |
| 37 | 3.15 | P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/C/D tripping characterstic) ISI marked IS 8828 (1996)/ conforming to IEC 60898 in existing boards/sheets including making connections with lugs, testing etc. as required 6 A to 32 A rating (Havells, HPL, SSK, Anchor, Khaitan).Grade-II. | Item 32 | 10 | NOS. |
| 38 | 3.16 | P&F 240/415 V isolator conforming to IS:13947-III/IEC 60947-3 on existing board/sheet including making connections with lugs, testing etc. as required 63 A rating (Havells, HPL, SSK, Anchor, Khaitan) Grade-II. | Item 33 | 5 | NOS. |
| 39 | 3.17 | P&F Recessed/Surface mounting heavy duty horizontal type sheet steel Distribution board phophatised/ power painted complete with 100 A copper bus bar, shorting link, neutral link, earth link and din bar, conforming to IS13032 & IS8623 including making internal DB terminations with copper lugs, testing etc. as required Single door (single phase) 12 Way. Grade-II. | Item 34 | 2 | NOS. |
| 40 | 3.18 | Providing and fixing G.I. pipe (External work) with G.I. fittings (IS:1239) mark including trenching and refilling earth etc. 25mm. dia nominal bore B-class. (Jindal, Kisan, TT, Swastik. | Item 35 | 10 | RM |
| 41 | 3.19 | Wiring of twin control light point with 1.5 sqmm.nominal size FR PVC insulated unsheathened flexible copper conductor 1.1 KV grade and 1.5 sqmm nominal size FR PVC insulated unsheathened flexible copper earth conductor 1.1 KV grade (IS : 694) approved make on surface ISI makred (IS:14927-P-II) PVC casing caping & its accessories, round tiles, moudled PVC modular box with earth terminal, screwless cage connectors for neutral looping in swith board and false ceiling point 6 A two way modular switch plate with grid plate screws, making connections, testing etc. as required.Medium point up to 6.0 meter.Group-II. | Item 36 | 4 | Nos |
| 42 | 3.2 | Supplying and fixing of power plug point accessories on 18 SWG metal box of size 175 X 100 X60 mm on surface or in recessed with suitable size phenolic laminated sheet cover including cost of 6 pin 16 amp switch and socket outlet, making connections, testing etc as required. | Item 37 | 4 | Nos |
| 43 | 3.21 | P & F ISI marked Ding dong /musical chime bell including making connections, testing etc as required. | Item 38 | 2 | Nos |
| 44 | 3.22 | Plate Earthing as per IS:3043 with G.I. earth plate of size 600x600x6mm.by embodying3 to 4 mtr. below the ground level with 25mm dia GI B-class watering pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel and C.C. finished chamber covered with hinged type with locking arrangement CI cover, CI frame of size 300mm x 300mm complete with alternate layer of salt and coke/charcoal, testing of earth resistance as required. | Item 39 | 1 | Nos |
| 45 | 3.23 | Supplying and Laying 8 SWG copper wire/strips in horizontal or vertical run in ground/surface/recess including rivetting, soldering, saddles, making connections etc as required. | Item 40 | 10 | RM |
| 46 | 3.24 | P&F ISI marked socket size flush type 120/280 watt rotary 5 step fan regulator including making connections testing etc. as required. | Item 41 | 5 | Nos |
| 47 | 3.25 | SITC of ISI mark (IS:8472) self priming monoblock pump set of approved make, TEFC permanent split capacitor type (PSC), fitted with thermal overload protection, mechanical seal 1440/1500 RPM, single phase (180 to 240 V). Including cost of hardware etc. on existing platform complete. Pump shall have following HP Rating, phase, Head, Minimum Discharge respectively. 0.25 HP 1- Ø(6-18)Mtr. (27-12)LPM Kirloskar, Texmo, Crompton, Taro, Lubi, Ujala. | Item 42 | 1 | Nos. |
| 48 | 3.26 | P&F double ball bearing capacitor start, aluminium body & blade celling fan with down rod upto 30cm with 3x15sq.mm. pvc insulated flexible copper conductor making connection testing etc. as required 1200mm sweep Group-II | Item 43 | 4 | Nos |
| 49 | 4 | Construction of Water Harvesting Sstructure at TONK | |||
| 50 | 4.01 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | Item 44 | 140 | CUM |
| 51 | 4.02 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate \n40 mm nominal size). | Item 45 | 35 | Cum |
| 52 | 4.03 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) | Item 46 | 65 | Cum |
| 53 | 4.04 | Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). | Item 47 | 32 | Cum |
| 54 | 4.05 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :25 mm thick. | Item 48 | 120 | Sqm |
| 55 | 4.06 | Red sandstone slab 40mm thick (un-dressed) | Item 49 | 30 | Sqm |
| 56 | 4.07 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. | Item 50 | 13 | Cum |
| 57 | 4.08 | Carriage of earth sand etc. Upto 5 KM lead | Item 51 | 140 | Cum |
| 58 | 4.09 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Hot rolled deformed bars (IS : 1139). | Item 52 | 250 | Kg. |
| 59 | 4.1 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix | Item 53 | 5 | Cum |
| 60 | 4.11 | Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS:2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe :200 mm dia Nominal bore. | Item 54 | 70 | RM |
| 61 | 4.12 | Supply of ERW M.S. black casting pipe ISI marked (IS:4270/1992) of grade Fe 410 of following sizes at site of work. 200 mm nominal bore | Item 55 | 50 | RM |
| 62 | 4.13 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 200 mm Nominal Bore. | Item 56 | 20 | RM |
| 63 | 4.14 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. | Item 57 | 300 | Kg. |
| 64 | 4.15 | Stone aggregate (single size) 63mm | Item 58 | 11 | Cum |
| 65 | 4.16 | Stone aggregate (single size) 20mm | Item 59 | 11 | Cum |
| 66 | 5 | Renovation of Toilets at TONK | |||
| 67 | 5.01 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50meter lead. | Item 60 | 70 | Sqm |
| 68 | 5.02 | Demolishing cement concrete manually'by mechanical means including disposal of material within 50 meters lead: 1:4:8 or linear mix. | Item 61 | 2 | Cum |
| 69 | 5.03 | Labour charges for removing W.C. pan (any type) of all sizes with care including all necessary fittings P or S trap. | Item 62 | 3 | NOS. |
| 70 | 5.04 | Labour charges for removing and refixing of urinals (all type & sizes) including all necessary fittings. | Item 63 | 1 | NOS. |
| 71 | 5.05 | Dismantling GI pipes (external work) including excavation and refilling trenches after taking out the pipes and including stacking of pipes within 50 meter lead:15mm to 40mm nominal bore. | Item 64 | 40 | RM |
| 72 | 5.06 | Providing and fixing Polyethylene - Aluminium -Polyethylene (PE-AL-PE) Composite Pressure Pipes conforming to IS 15450 U.V. stablised with carbon black having thermal stabillity for hot and cold water supply capable to withstand temperature upto 80oC including all special fittings of composite material (engineering plastic blenddand brass inserts wherever required) e.g. elbows, tees, reducers, couplers connectors etc.) with clamps at 1.00 mtr. spacing. This includes testing of joints complete : Exposed on walls 1216 (16mm. OD) pipe. | Item 65 | 50 | RM |
| 73 | 5.07 | Providing and fixing Polyethylene - Aluminium -Polyethylene (PE-AL-PE) Composite Pressure Pipes conforming to IS 15450 U.V. stablised with carbon black having thermal stabillity for hot and cold water supply capable to withstand temperature upto 80oC including all special fittings of composite material (engineering plastic blenddand brass inserts wherever required) e.g. elbows, tees, reducers, couplers connectors etc.) with clamps at 1.00 mtr. spacing. This includes testing of joints complete : Exposed on walls 2025 (25mm. OD) pipe. | Item 66 | 25 | RM |
| 74 | 5.08 | Providing and fixing 1st quality standard white/ivory glazed tiles ISI marked (IS : 13753) of size 300mm x 600mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).Category-I : Kajaria, Johnson, Somani make etc. with plaster C:M 1:4 and tiles for light shade colour | Item 67 | 50 | Sqm |
| 75 | 5.09 | Providing and fixing 1st quality MAT finished ceremic tile size 400x400mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). with light shade colour. | Item 68 | 25 | Sqm |
| 76 | 5.1 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Inside size 450 X 450 mm and depth upto 0.5 M & 15 Kg. CI cover with frame. | Item 69 | 1 | NOS. |
| 77 | 5.11 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 75 mm dia | Item 70 | 15 | RM |
| 78 | 5.12 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 110 mm dia | Item 71 | 10 | RM |
| 79 | 5.13 | P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: Size 580x440mm. | Item 72 | 3 | NOS. |
| 80 | 5.14 | P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS : 7231 . | Item 73 | 3 | NOS. |
| 81 | 5.15 | P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) & 32 mm C.P. brass waste coupling of approved make,25 mm G.I. waste pipe complete including cutting & making good the wall.: Size 450 mm x 300 mm | Item 74 | 3 | NOS. |
| 82 | 5.16 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:C.P. brass bib cock, 15mm nominal bore. | Item 75 | 6 | NOS. |
| 83 | 5.17 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:C.P. Brass Long body, 15mm nominal bore weight not less than 690 gm | Item 76 | 4 | NOS. |
| 84 | 5.18 | P & F Stop Cock (IS :8931 Mark), superior quality & of approved make:C.P. Brass 15mm nominal bore. | Item 77 | 3 | NOS. |
| 85 | 5.19 | P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 litres capacity. | Item 78 | 2 | NOS. |
| 86 | 5.2 | Providing and Fixing rigid PVC pipe (IS:4985 mark) class II (4 Kg./cm2 ) approved quality/ make including jointing the pipe with solvent cement rubber ring and lubricant 75 mm. dia. | Item 79 | 30 | RM |
| 87 | 5.21 | Construction of manhole in all type of soil inner size 90 X 60 Cm. 350 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. Depth up to 0.5 M | Item 80 | 1 | NOS. |
| 88 | 5.22 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Inside size 300 X 300 mm and depth upto 0.5 M & 5 Kg. CI cover with frame. | Item 81 | 2 | NOS. |
| 89 | 5.23 | Providing and fixing to existing door frames 24mm thick factory made PVC door shutters made of stiles and rails of a PVC hollow section of size 59x24 mm and wall thickness 2mm +/- 0.2 mm with inbuilt edging on both sides.The stiles and rails mitred and joined at the corners by means of M.S.galvanized/plastic brackets of size 75x220mm having wall thickness 1.0mm+/- 0.1mm and stainless steel screws. The stiles of the shutter reinforced by inserting galvanized M.S.tube of size 20x20mm and 1mm +/-0.1mm wall thickness. The lock rail made up of ‘H’ section,a uPVC hollow section of size 100x24mm and 2mm +/- 0.2mm wall thickness fixed to the shutter stiles by means of plastic/ galvanized M.S.’U’ cleats.The shutter frame fitted with a uPVC multi-shambered single panel of size not less than 610mm, having overall thickness of 20mm and 1mm +/- 0.1mm wall thickness. The panels fitted vertically and tie bar at two places by inserting horizontally 6mm galvanized M.S.rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of \nEngineer-in-charge (For W.C.and bathroom \ndoor shutter). | Item 82 | 10 | Sqm |
| 90 | 5.24 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. | Item 83 | 100 | Kg. |
| 91 | 5.25 | Providing and fixing angle iron frame of 25x25x3 mm for ventilators with fixed wire gauge 16 mesh x24 gauge including 10 mm square bars at interval of 100 mm welded, screwed to frame with metal beading 20x3mm complete in all respecs as per design. | Item 84 | 5 | Sqm |
| 92 | 5.26 | 1.0mm thick salem stainless steel AISI -304 kitchen sink of approved make (Nirali, Neel- Kanth, Jaina, Faber, Cryistal) with large waste coupling. (IS : 13983-1994 Marked) Size 24x18x8 | Item 85 | 1 | NOS. |
| 93 | 5.27 | Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing of Green/Black/other granite 1501 cm2 to 3600 cm2 tiles | Item 86 | 3 | Sqm |
| 94 | 5.28 | Renewing glass panes, with putty and nails wherever necessary: 4mm thick plain glass panes. | Item 87 | 10 | SQM |
| 95 | 6 | Repair Work at DOONI | |||
| 96 | 6.01 | Demolishing stone rubble masonry manually/ by mechanical meand including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar. | Item 88 | 7 | CUM |
| 97 | 6.02 | Dismantling roofing including ridges, hips, valleys and rafters etc. and stacking the within 50 meter lead of: Asbestos Sheet. | Item 89 | 1250 | SQM |
| 98 | 6.03 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plater, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. | Item 90 | 1100 | KG. |
| 99 | 6.04 | Repair to stone masonary in cement sand mortar 1:6 with old and new stone. | Item 91 | 52 | SQM |
| 100 | 6.05 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complate including disposal of rubbish to thw dumping ground within 50mm\ lead With cement mortar 1:4 (1 cement : 4 coarse sand) | Item 92 | 49 | SQM |
| 101 | 6.06 | White washing with lime to give an even shade including all scaffolding:Old work (two or more coats) including scrapping old surface and repairing with putty where ever necessary. | Item 93 | 850 | SQM |
| 102 | 6.07 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm.thick walls in: Cement Mortar 1:6 (1 cement: 6 sand) | Item 94 | 7 | CUM |
| 103 | 6.08 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 ( 1 cement: 3 fine sand) as per standard design: | Item 95 | 130 | MTR |
| 104 | 6.09 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. | Item 96 | 60 | SQM |
| 105 | 7 | Construction of Water Harvesting Sstructure at DOONI | |||
| 106 | 7.01 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | Item 97 | 150 | CUM |
| 107 | 7.02 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). | Item 98 | 35 | Cum |
| 108 | 7.03 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) | Item 99 | 75 | Cum |
| 109 | 7.04 | Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). | Item 100 | 31 | Cum |
| 110 | 7.05 | Red sandstone slab 40mm thick (un-dressed) | Item 101 | 150 | Sqm |
| 111 | 7.06 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. | Item 102 | 30 | Sqm |
| 112 | 7.07 | Carriage of earth sand etc. Upto 5 KM lead | Item 103 | 25 | Cum |
| 113 | 7.08 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Hot rolled deformed bars (IS : 1139). | Item 104 | 150 | Cum |
| 114 | 7.09 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix | Item 105 | 350 | Kg. |
| 115 | 7.1 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix | Item 106 | 10 | Cum |
| 116 | 7.11 | Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS:2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe :200 mm dia Nominal bore. | Item 107 | 100 | RM |
| 117 | 7.12 | Supply of ERW M.S. black casting pipe ISI marked (IS:4270/1992) of grade Fe 410 of following sizes at site of work. 200 mm nominal bore | Item 108 | 50 | RM |
| 118 | 7.13 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 200 mm Nominal Bore. | Item 109 | 20 | RM |
| 119 | 7.14 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. | Item 110 | 150 | Kg. |
| 120 | 7.15 | Stone aggregate (single size) 63mm | Item 111 | 11 | Cum |
| 121 | 7.16 | Stone aggregate (single size) 20mm | Item 112 | 11 | Cum |
| 122 | 7.17 | P&F rigid PVC Pipe (IS: 4985 mark) class II/(4Kg/Cm2)a[[rpved quality/ make including joining the pipe with solvent cement rubber ring and lubricant. 110mm dia | Item 113 | 30 | Rm |
| 123 | 7.18 | Providing gola 75x75 mm in ciment concrete 1:2:4(1cement:2 Coarse sand: 4 stone aggregate 10mm and down garge) including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design: | Item 114 | 50 | Rm |
| 124 | 8 | Less :- Credit for dismantled item in DOONI (Old Ac Sheet Roofing @ 30/Sqm * 1244.10=37323.00, Old Steel @ 25/Kg @ *1100=27500.00 ) , TONK (Old Ac Sheet Roofing @ 30/Sqm * 2454.90=73647.00, Old Steel @ 25/Kg @ * 2186.50=54662.50) TONK (128309.50) + DOONI (64823.00) = 193132.50 | |||
| 125 | 9 | Note :- (1) The quantity of dismantled material are tentative which my vary depending upon actual weightment/counting/measurement respectively. |
AI Tender Summary
Tender Timeline
Oct 21, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 11, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 13, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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