Indo Tibetan Border Police Force-ITBP has published Tender For Development Works (Water Supply Line, Electric Substation And Internal Road) At Shq (Dibrugarh), Itbp, Mohanbari. Submission Date for this Tender is 15-01-2024. Substation Tenders in dibrugarh Assam. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 4 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu-ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 12 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster |
| 13 | 6 mm cement plaster of mix : 13.16.1 1:3 (1 cement : 3 fine sand) |
| 14 | Neat cement punning. |
| 15 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 100 mm dia Ductile Iron Class K-7 pipes |
| 16 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 100 mm dia pipes |
| 17 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 18 | Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.36.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 19 | Providing and Installation of industrial RO of 1000 litre per hour capacity |
| 20 | Providing and Installation of Iron Removal equipment of 8000 litre per hour capacity |
| 21 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia |
| 22 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.23.10.3 200 mm nominal size dia having minimum wall thicknes 5.40 mm |
| 23 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia |
| 24 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia |
| 25 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. hour |
| 26 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp |
| 27 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).200 mm dia |
| 28 | Lowering of submersible motor pump, pipes, installation of complete fitting & accessories, with the help of chain pulley and fixing of repaired pump/motor set as per requirement of nut & bolts of pipes, welding etc. complete |
| 29 | Supplying & Laying of one number PVC insulated and PVC sheated/XLPE Aluminum conductor armoured electric cable 3.5 core 35 sqmm of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required (brand should be used (Havells/Grandley/ Plaza/ Kalinga/ National) |
| 30 | Supplying & Fixing of 40 mm GI pipe with necessary fitting make of Jindal/ Hissar/ Tata/ TT Swastick |
| 31 | Supplying & Fixing of PVC insulated wire three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 3 core 4 sq mm 4 makes kalinga/havells/finolex, |
| 32 | Supply, Installation, testing and commissioning of three phase 5 HP Submersible motor set of five star rating as per IS:8034-2018 (pump) and IS 9283-2013 (Motor) or as amended upto date of approved make of following duty condition with required accessories including making connection suitable for tube well. Texmo, Kirloskar, CRI |
| 33 | Supplying & Fixing of fully automatic starter- delta panel suitable upto 10 HP submersible motor pump set made out of sheet enclosure for controlling motor rating AC-3 duty, 415 V, 50Hz, 3 phase including connection, testing commissioning etc as required. Makes L&T/ISI |
| 34 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 40 mm dia nominal bore |
| 35 | Supplying, installation, testing and commissioning of 33 KVA / 0.433 KV or 11 KV or 11 KV/0.433 KVA substation equipment comprising HT panel, dry type - Oil type transformers, HT cable bus trunking from transformer to LT panels, automatic power factor correction panel, active harmovic filtus, TVSS(Transit voltage supprusion system), SPD (Surge protection system) essential panel, earthing, required inter connections, substations sfaety equipments including LT cabling from substation to the building fed by the sub station. |
| 36 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench as reuired. Upto upto 35 mm |
| 37 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench as reuired. From 35 to 95 mm |
| 38 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/Hume/Metal pipe as required. Upto 35 sqmm. |
| 39 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/Hume/Metal pipe as required. Above 35 sqmm to 95 sqmm |
| 40 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, coupler etc conforming to IS 14930, Part II complete with fitting and cutting, jointing etc direct in ground (75 cm below level) excavation and refilling the trench but excluding sand cushioning and protective covering etc, complete as required. 63 mm dia (OD - 63 mm & ID - 51 mm nominal) |
| 41 | Supplying and erection of hot dipped galvanized 6.0 m height octagonal pole with 1.0 m long bracket having top 70 mm. The pole structure design shall be as per ILE TR7 considering the wind speed as per IS 875, the HE steel for construction should be as per BSEN1005 grade S355 Jo, hot dip galvanising on both internal and external surface as per IS 2629/IS/2633/IS4795 with average coating thickness of 70 microns through a single dipping process. The pole shall also be provided with hinged/chained flush door of approx 500 mm length at an elevation of 500 mm from the base plate with proper strengthening to the cutout of the door opening. Each pole shall be suitable for single phase distribution complete with a Bakellite sheet complete with DIN rail, 10 KA "C" curve DP MCB, scerwless DIN mounting connectors suitable for 2x16 sqmm cable terminations complete with DIN bar sheating links, end locks etc as required (Wago/Phenix make) and 3x1.5 sqmm FRLS PVC insulated multistranded copper conductor cable from junction box to the luminare complete including 1 no. 3 terminations with insulated copper lugs etc as required.The pole shall be with suitable size of GI base plate, 600 mm long J type GI foundation bolts of min. 20 mm dia each with three GI nuts and two GI washers (EN 8 grade) etc complete as per drawing. The pole shall have a minimum OAF of 130 mm at bottom and 70 mm at top. The pole shall have a minimum section thickness of 3 mm. The pole shall be fabricated in single section and shall be provided with necessary gussets of 12 mm thickness at the bottom. The installation shall include making RCC foundation suiatble for a soil bearing capacity of 5 ton/cum (Design and drawing must be approved by Engineer in Charge). |
| 42 | Supplying and fixing of 1.00 m long (aprox) single sided GI bracket in approved design capable of holding of above luminaire on the existing octagonal pole etc complete as required. |
| 43 | Supplying, installation, testing and commissioning of 60 W LED street light luminaire made out of pressure dia cast housing with epoxy powder coated dark graphite gray colour finished and prismatic polycarbonator cover with lamp having minimum lumen output 6000 lumen, minimum luminius efficacy 100 lumen /watt with 1.5 sqmm FLS PVC insulated copper conductor single core cable testing etc complete as required. |
| 44 | Supplying of following sxe XLPE insulated and PVC sheathed aluminium conductor armoured power cable of 1.1 KV grade conforming to IS 7098 (Par-I)/1988 with amendment upto date etc as required. 3.5x 240 sqmm |
| 45 | Supplying of following sxe XLPE insulated and PVC sheathed aluminium conductor armoured power cable of 1.1 KV grade conforming to IS 7098 (Par-I)/1988 with amendment upto date etc as required. 3.5x 95 sqmm |
| 46 | Supplying of following sxe XLPE insulated and PVC sheathed aluminium conductor armoured power cable of 1.1 KV grade conforming to IS 7098 (Par-I)/1988 with amendment upto date etc as required.3.5x75 sqmm |
| 47 | Supplying of following sxe XLPE insulated and PVC sheathed aluminium conductor armoured power cable of 1.1 KV grade conforming to IS 7098 (Par-I)/1988 with amendment upto date etc as required.2x10 sqmm |
| 48 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 49 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 50 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 mtrs. and lift upto 1.5 mtr. |
| 51 | Supplying and stacking at site. Good earth |
| 52 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m andlift upto 1.5 m .All kinds of soil |
| 53 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 54 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub-grade and disposal of surplus earth lead upto 50 mtr. |
| 55 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 56 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including cosolidation finishing and tamping complete. |
| 57 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine. |
| 58 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade "A" sealing compound conforming to IS: 1834. |
| 59 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 60 | Providing 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 : 300 mm dia. R.C.C. pipe |
| 61 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 62 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size) |
| 63 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 64 | Centering and shuttering including strutting, propping etc. and emoval of form work for : For items at sr. no. 5, 6 & 10 |
| 65 | Providing 12 to 15 mm thick average cement plaster to walls, columns, piers etc., applied, finished smooth and cured, with mix 1:4 with coarse sand for all the internal/external walls at all levels complete all as specified. 1:4 (1 cement: 4 coarse sand) |
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