Residual Work Of Road And Drain Campus Of C At Jamtara Police Line In The District Of Jamtara
Tender Value
1.30 Crore
Estimated cost
Bid Submission
08 Sep 2022
0 days left
EMD
2.62 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
jamtara → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Residual Work Of Road And Drain Campus Of C At Jamtara Police Line In The District Of Jamtara
BOQ
| Sl. No. | Item Description |
| 1 | PCC ROAD(20 feet wide) |
| 2 | 2.3(ii)A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 3 | 3.1Excavation in Soil by Manual means. (Excavation for Roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.)(ii) Including Royalty @ Rs. 27.48 per cumthe cost of watering, rolling & compaction(i) Rolling with vibratory roller |
| 4 | 3.17(i)Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 5 | 3.16 (i) Embankment Construction with material Otained from Borrow Pits (Construction of Embankment with approved material obtained from borrow pits with all lifts and leads transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-2) (i) Rolling With Vibratory Roller |
| 6 | 5.3.2.2Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size) |
| 7 | 6.2Cement concrete Pavement (Construction of un-reinforced ,dowel jointed,Plain cement concrete pavement over prepared sub-base with 43 grade cement @400 kg per cum, coarse and fine aggregate conforming to IS 383, Maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to Site, laid with a fixed form or slip form paver, spread,compacted and finished in a continous operation including provision of contraction, expansion, construction and longitudinal joints,joint filler,seperation membrane.As per the direction EI |
| 8 | 16.68/D.S.R16.91 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made bytable vibratory method using PU mould, laid in required colour &pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.DSR 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 9 | DSR16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 10 | RCD SOR / 4.2 (i)Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller toachieve the desired density, complete as per clause 401) for grading- IIMaterial |
| 11 | RCD SOR / 4.12(i)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 12 | 5.3.17.1Centering and Shuttering including strutting, propping etc. And removal of form for Foundation, footing, bases of column, etc. For mass concrete |
| 13 | Carriage of materials from source to site work including loading & unloading all complete job as per specification and direction of E/I |
| 14 | (D) Coarse sand ( 1K+9P= 10 Km) |
| 15 | (E) Stone Chips (25 km) |
| 16 | (F) Cement(5 km) |
| 17 | Earth(5 km) |
| 18 | ROAD MARKING- |
| 19 | 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 20 | 8.4(iv) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 21 | 8.5Direction and Place Indentification sign upto 0.9 sqm Size Board (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over alluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron Post 75mmx75mmx16mm Firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60 cm, 60 cm below ground level as per approved drawing |
| 22 | 8.35 Road Markers/Road Stud with plastic body of RPM/ASA/HIPS as per clause 804.2.1 of MORTH, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) |
| 23 | Garden,Lawn And Plantation of trees. |
| 24 | 11.5+11.6 (Morth 307) Turfing Lawn With Fine Grasses Including Ploughung, Dressing, Including Breaking of clods,removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying spreading of farm yard manure at rate of 0.6 cum per 100 sqm. Including Maintenance of Lawns with fine grassing for the first year. |
| 25 | 11.7(a+b) Morth 307Planting and Maintaining(for one year) Permanent hedges including Digging of trenches,60cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. |
| 26 | 11.9 Morth(307) Planting of trees by the road side (Avenue Trees) in 0.60 m dia holes, 1 m deep dug in the ground mixing the soil with decayed farm yard / sludge manure, planting the saplings backfilling the trenches, watering,fixing the tree guard and maintaining the plants for one year. |
| 27 | Round About |
| 28 | 5.1.1 Earth 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. |
| 29 | 5.1.7Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressedwith earth obtained from excavation foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 30 | 5.1.10Providing 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) |
| 31 | 5.6.1Providing 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 |
| 32 | 5.3.1.1Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level1:1.5:3 (1 cement : 1.5 coarse sand (zone -III ) : 3 graded stone aggregate 20mm nominal Size) |
| 33 | 5.3.17.1Centering and Shuttering including strutting, propping etc. And removal of form for Foundation, footing, bases of column, etc. For mass concrete |
| 34 | 5.2.3Providing 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. |
| 35 | Providing 12mmcement plaster(1:3) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 36 | DSR 10.28Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fastenersetc.). |
| 37 | DSR8.10Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. |
| 38 | DSR 8.10.2Granite Stone of approved shade |
| 39 | DSR8.6 Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. |
| 40 | DSR8.3Providing 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.DSR8.3.2Granite work |
| 41 | 16.68/D.S.R16.91 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made bytable vibratory method using PU mould, laid in required colour &pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.DSR 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 42 | DSR16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 43 | 11.5+11.6 (Morth 307) Turfing Lawn With Fine Grasses Including Ploughung, Dressing, Including Breaking of clods,removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying spreading of farm yard manure at rate of 0.6 cum per 100 sqm. Including Maintenance of Lawns with fine grassing for the first year. |
| 44 | 11.7(a+b) Morth 307Planting and Maintaining(for one year) Permanent hedges including Digging of trenches,60cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. |
| 45 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. |
| 46 | (B) Bricks(51 km) |
| 47 | (D) Coarse sand ( 1K+9P= 10 Km) |
| 48 | (E) Stone Chips (25 km) |
| 49 | (F) Cement(5 km) |
| 50 | Culvert1 Nos. |
| 51 | 12.1 (IV) A (i)Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soilManual means, depth up to 3 m. |
| 52 | 12.8 (A)Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M15 |
| 53 | 13.4 (A)Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications(A) Random Rubble masonry |
| 54 | 13.5.(A) (p) Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsPCC Grade M25 using concrete mixer (height up to 5 m)Case IUsing concrete mixture |
| 55 | 13.5 ( C )(q)Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications A PCC Grade M25using concrete mixer (height 5 m to 10 m)Case IUsing concrete mixture |
| 56 | 13.8Providing weep holes in Brick masonry / Plain / Reingorced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structre with slope of 1 V: 20H towards drawing foce. Complete as per drawing and Technical specifications |
| 57 | 5.7.1Providing 12mm thickcement plaster (1:3) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 58 | 5.8.24Providing two coat of snowcemof 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. |
| 59 | 15.5 (RCD)Providing and laying of Filter media with granular materia/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 m with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 60 | 5.5.4Providing Tor steel reinforcement of 8 mm dia rods as perapproved 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) |
| 61 | 5.5.5Providing TMT Steelreinforcementof 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage ofM.S. Rods (straight or in coils) to work site, cutting bending and bindingwith annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specificationand direction of E/I |
| 62 | (a) 10 mmTMT bar FE 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 63 | (b) 12 mmTMT bar FE 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 64 | (c) 16 mmTMT bar FE 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel) |
| 65 | 5.1.7Filling infoundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earthobtainedfrom excavation offoundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. |
| 66 | Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I. |
| 67 | (D) Coarse sand ( 1K+9P= 10 Km) |
| 68 | (E) Stone Chips (25 km) |
| 69 | (F) Cement(5 km) |
| 70 | (F) Stone Boulder(25 km) |
| 71 | Drain(400 Metre) |
| 72 | 5.1.1Earthwork in excavation in foundation trenches in ordinary soil(vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m includingall lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. |
| 73 | 5.1.10Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) |
| 74 | 5.3.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :5.3.1.21:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 75 | 5.6.1Providing designation 75 A one brick flat soling joints filles with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I |
| 76 | 5.2.6Providing designation 75 B brick work in C.M. (1:6) 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, curing, taxes and royalty all complete as per building specification and direction of E/l. |
| 77 | 5.3.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level:5.3.1.1 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mmnominal size). |
| 78 | 5.3.17 Centering and Shuttering including struting, propping etc. and removal of form for5.3.17.1 Foundation, footing,bases of column, etc. for mass concrete. |
| 79 | 5.3.4Providing and fixing at or near ground level precast cement concrete in kerbs, edgings, etc. as per approved pattern and setting in position with cement mortar 1:3( 1 cement:3 coarse sand), inclidng cost of required centering, shuttering complete.1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mmnominal size). |
| 80 | 5.5Providing TMT 8 mm reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) 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. |
| 81 | 5.5.410 mm dia (50 %of total reinforcement) |
| 82 | 5.7.3Providing 12mm thick cement plaster (1:6)with clean coarse sand of F.M. 1.5 and including cost of screening, curingwith all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I |
| 83 | 5.7.11Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per buildingspecification and d |
| 84 | DSR19.6Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : DSR 19.6.7 600 mm dia. R.C.C. pipe |
| 85 | Cairage Of Meterial |
| 86 | (D) Coarse sand ( 1K+9P= 10 Km) |
| 87 | (E) Stone Chips (25 km) |
| 88 | (B) Bricks(51 km) |
| 89 | (F) Cement(5 km) |
| 90 | (G)Steel (5 km) |
| 91 | Add 18% GST |
| 92 | Add 1% Lebour Cess |
AI Tender Summary
Tender Timeline
Sep 01, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 08, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 12, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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