Tender For Jjm Scheme In North Tripura District During The Year 2022-23/ Providing Drinking Water Arrangement At Various Schools And AwcS Within The Jurisdiction Of Damcherra Rd Block/ Sh:-Construction Of Masonry Well (3.00 Mtr Outer Dia ), Pumping Arran
Tender Value
28.96 Lakhs
Estimated cost
Bid Submission
02 Jan 2023
0 days left
EMD
57937
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
damcherra → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Jjm Scheme In North Tripura District During The Year 2022-23 / Providing Drinking Water Arrangement At Various Schools And AwcS Within The Jurisdiction Of Damcherra Rd Block / Sh:-Construction Of Masonry Well ( 3.00 Mtr Outer Dia ) , Pumping Arrangement , Rcc Stagging For 1000 / 500 Ltr Capacity Water Storage Tank In / C Wash Basin Fascilities At03 ( Three ) Nos School Within The Jurisdiction Of Damcherra Rd Block Under Dws Sub-Division Damcherra ( 2Nd Call ) .
BOQ
| Sl. No. | Item Description |
| 1 | Sub Head :- Construction of Masonry well (3.00 mtr outer dia) with pumping arrangement |
| 2 | A) Earth work |
| 3 | Earthwork in excavation in structrues as per drawing andMoRT & H technical specifications clauses 304 i.e. setting out construction of shoring and bracing , removal of stamps and other deleterioes materials and disposal of to a lead of50 m dressing of side and bottom and backfilling in trences with excavated suitable materials1) ordinary soilA) By manual means |
| 4 | i) upto 3m depth:- |
| 5 | ii) 3 m to 6 m depth |
| 6 | iii)above 6 m depth |
| 7 | 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 kind of soil |
| 8 | 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 up to 50 m and lift upto 1.5 m.-All kinds of soil |
| 9 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 10 | B) Cement concrete work |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:4.1.6) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) |
| 12 | C) Reinforced cement concrete work |
| 13 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work upto plinth level:5.1.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | 5.1.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases upto floor five levelexcluding the cost of centring, shuttering, finishing and reinforcement-5.3.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 16 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-5.2.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 17 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 18 | Centering shuttering including struttings, propping etc. and removal of form work for:5.9.6.2) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 19 | 5.9.5.1)Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 20 | D) Brick Work |
| 21 | First class brick work in foundation and plinth including cost of all materials as required complete:-6.1.3)In cement mortar 1:4 ( 1 cement :4 fine sand). |
| 22 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-6.3.3)In cement mortar 1:4 ( 1 cement : 4 fine sand) |
| 23 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-6.10.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 24 | E) Finishing work |
| 25 | 12 mm cement plaster of mix.12.1.2) In cement mortar 1 : 4 (1 cement : 4 fine sand) |
| 26 | 15 mm cement plaster on the rough side of single or half brick wall of mix:12.2.2) In cement mortar 1 : 4 (1 cement : 4 fine sand) |
| 27 | Extra for plastering on circular work not exceeding 6 m in radius complete.12.10.1) In one layer |
| 28 | 6 mm plaster of mix12.4.1) In cement mortar 1 : 3 (1 cement : 3 fine sand) |
| 29 | Neat cement punning. |
| 30 | F) Miscilenious Work:- |
| 31 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8 |
| 32 | Boulder apron laid dry without wire crates.Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and MoRT&H Technical specifications clause 2503. |
| 33 | Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 34 | Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \"L\"shaped mild steel shear key welded with existingreinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-incharge. |
| 35 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 36 | G) Water supply Arrangements |
| 37 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittingsincluding trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.A. External work |
| 38 | iv) 40mm dia. nominal bore |
| 39 | v) 50mm dia. nominal bore |
| 40 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. completeas perCPWD specification and direction of the Engineer - in - chargei) 25 mm nominal bore |
| 41 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge15 mm dia PVC /plastic bib cock |
| 42 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.i) 25 mm dia |
| 43 | Providing and fixing G.I Bend/elbow in the pipeline including testing of joints complete as per CPWD specification and direction of the Engg-in charge. |
| 44 | i) 15 mm dia |
| 45 | ii) 25mm dia |
| 46 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i)25x15mm dia |
| 47 | Providing & Lowering ofsubmerssible pumpof 60 mtr. head with suitable single phase submerssiblemotorin/c additional15 mtr. submerssible 3 core copper flat cable (2.5 mm size) along with 40 mm gi pipe ( medium class) both end welded with each column pipe in 3 mtrer and equipments and fittings as requiredupto the depth of 30 ft (maximum) by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as requiredin/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (each pump with motor shallconforming to relevant BIS code. pump make : Duke/KSB/WPIL/Texmo/CRI ) (Pumpset, cable, GI column pipes with necessary fittings etc. will be supplied by the agency at his cost and for main switch / starter payment will be done separately).i) 1000 GPH capacity with 40 mm dia G.I. pipe |
| 48 | Providing & fitting fixing of single phase motor starter unit (with 2 pole contactor, overload relax, voltmeter & Amp. Meter) of Havel’s mark in the KIOSK including necessary electric wiring as per direction of the Engineer-in-chargea) For 1.5 / 2 HP submersible motor. |
| 49 | Supplying and fitting fixingof B 13 ( size width 450mmXlength 1200mmX height 850mm) fittedwith 4 nossuportt of 75 mm X 75mm( 6mm thick) M.S. anglefor embedding in 1:2:4 cement concretebase ( size 300 mm X 300 mm dia X600 mm) with proper locking arrangement and coated with anti corrosive main switch energy metter etc complete in all respect as per derection of the Engineer in charge. |
| 50 | Providing and fitting fixing with PVC insulated 3 coreflat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge. i) 2.50 sqmm |
| 51 | Sub Head : Wash basin fascilities & Stagging for 1000/500 ltr capacity water storage tank in/c Pipeline |
| 52 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil |
| 53 | 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 |
| 54 | 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 up to 50 m and lift upto 1.5 m. \"-All kinds of soil |
| 55 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 56 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 4.1.6)1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt stone aggregate 40 mm nominal size |
| 57 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work upto plinth level:1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 58 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-5.2.2.) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 59 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-5.3.2.) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 60 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 61 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 62 | 5.9.5.1 Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 63 | 5.9.6.1 Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 64 | 5.8.4.2 Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 65 | 6 mm cement plaster of mix :12.4.1) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 66 | First class brick work in foundation and plinth including cost of all materials as required complete6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 67 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 68 | 12 mm cement plaster of mix 12.1.4) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 69 | Providing and fixing 1st quality ceramic glazed wall tiles (minimum 200 x 300) conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete. |
| 70 | Providing and fixing precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbingand cleaning complete as per direction of the Engineer-in-Charge. |
| 71 | Providing 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 :18.7.3) White Vitreous China Wash basin size 550x400 mm with apair of 15 mm C.P. brass pillar taps |
| 72 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingecessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 73 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.25 mm nominal bore. Weighing not less than 62 gms. |
| 74 | Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall |
| 75 | i) 25 mm nominal outer dia .Pipes |
| 76 | ii) 15 mm nominal outer dia .Pipes. |
| 77 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.A). External worki) 20 mm dia nominal bore |
| 78 | Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.v. i) 15 mm dia |
| 79 | Providing and fixing of Brass Union Joints ( Medium class ) with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i. 25 mm dia |
| 80 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge.i) 25 mm dia |
| 81 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.vii. 25 x 15 mm dia |
| 82 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.15 mm dia |
| 83 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.15 mm dia |
| 84 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in charge (cost of earth work and fittings will be paid separately). 15 mm dia |
| 85 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge15 mm dia PVC /plastic bib cock |
| 86 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 i) 15 mm nominal bore |
| 87 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 88 | i) 15 mm |
| 89 | ii) 25 mm |
AI Tender Summary
Tender Timeline
Dec 27, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 02, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 02, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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