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| 1 | BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: HQ Chief Construction Engineer (Army) No. 1 Dinjan, Military Engineer Services Name of Work: DESIGN AND CONSTRUCTION OF STORAGE BUILDING ALONGWITH ANCIALIRIES AT HATIYALI, ASSAM UNDER HQ CCE (ARMY) NO. 1 DINJAN Contract No: CCE/DIN/HAT/02/2026-27 Serial Page No. Bidder Name : SCHEDULE 'A'(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # NUMBER # Srl.No. Item Description Item Code / Make Quantity Unit Estimated Amount (for Prepriced Schedule only) Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency Rate in Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT in Words Quoted amount in form of Percentage (%) Above or Below wrt Estimated amount (for Prepriced Schedule only) |
| 2 | Schedule 'A' Section-I ; Design & Construction Building/Structure Works (BOQ Item No 1.01 to 1.03 here-in-after). Rates to be quoted by bidders under Column-6 only. |
| 3 | Design and Construction of Storage building (internal size 18 mtr x 12 mtr) with minimum M-25 grade concrete, including 3.0 mtr wide verandah & ramp both sides, complete all as shown in approved drawing, specified and directed. |
| 4 | Design and Construction of Guard room with watch tower, toilet & bathroom and stair case (G+2) with minimum M-25 grade concrete complete all as shown in approved drawing, specified and directed. |
| 5 | Design and Construction of Static Water Tank, 225 Kilolitre with minimum M-30 grade concrete, covered with MS iron structure including testing of SWT complete all as shown in approved drawing, specified and directed. |
| 6 | Schedule 'A' Section-II to Section-XI (BOQ Item No 2.01 to 2.10 here-in-after). These schedules are Prepriced by MES and Prepriced rates indicated under column-5. Bidders to quote their rates under column-6 only . |
| 7 | Schedule 'A' Section-II (Site clearance/development & Earth Work) |
| 8 | Schedule 'A' Section-III (Fire point, Display board & RCC Dunnage Works) |
| 9 | Schedule 'A' Section-IV (Internal Water Supply Works) |
| 10 | Schedule 'A' Section-V (Internal Electricfication & Fire alarm Works) |
| 11 | Schedule 'A' Section-VI (Area Drainage Works)Note: Refer Schedule 'A' Notes, for Design and Drawing, to be carried out by Contractor. |
| 12 | Schedule 'A' Section-VII (Sewage Disposal Works)Note: Refer Schedule 'A' Notes, for Design and Drawing, to be carried out by Contractor. |
| 13 | Schedule 'A' Section-VIII (Fencing & Gate Works) Note: Refer Schedule 'A' Notes, for Design and Drawing, to be carried out by Contractor. |
| 14 | Schedule 'A' Section-IX (Road, Path, Culvert & Hardstanding Works)Note: Refer Schedule 'A' Notes, for Design and Drawing, to be carried out by Contractor. |
| 15 | Schedule 'A' Section-X (External Electric Supply & Lightening Protection Works)Note: Refer Schedule 'A' Notes, for Design and Drawing, to be carried out by Contractor. |
| 16 | Schedule 'A' Section-XI (External Water Supply Works)Note: Refer Schedule 'A' Notes, for Design and Drawing, to be carried out by Contractor. |
| 17 | Schedule 'A' Section-XII (Miscellenous B&R and E&M Items of Works) (Item No 3.01 to 3.12 here-in-after) (to be quoted by bidders). Bidders to quote their rates under Column-6 only . |
| 18 | M&L plain glvanised, mild steel sheet white colour, size 4ft x 6ft, 3.00 mm thick welded or soldered joints to any frame, with zinc coating grade 275 complete all as specified & directed. |
| 19 | M&L writing letters, making signs, arrows and following details with fluorescent paint on both sides of GI Sheet with size of letter 20mm complete all as specified & directed. :-(a) Building No.(b) Activity.(c) Un Hazard Div. (d) Compatibility Group.(e) Explosive Limit ( in Gross & NEC).(f) Explosive Holding ( in Gross & NEC).(g) IQD, OQD.(h) Dependent Static Water Tank.(j) Dependent Fire Station. |
| 20 | S&F mild steel folding handle (as like hinges) for welding to steel reinforcement/mesh before casting of RCC solid block mould complete all as specified & directed. |
| 21 | Supply, laying, jointing and testing of 150mm internal diameter, double wall corrugated (DWC) high density polythylene pipe (HDPE) and stiffness classes -8 (SN-8) with ISI marked (with CML No) and including all fitting of pipe & jointing material for sewage line and laid in trenches trenches all as specified in IS - 16098-2013 Part-2 complete all as specified & directed. |
| 22 | S&F CIMFR certified LM6, TPN, 8 Way, Distribution Board flame proof, IP rating 66 with following specifications for MCBs with common bus bar at incoming end of outgoing MCBs grouted/flush to wall complete all as specified & directed.:-Technical Data:-Enclosure:-As per IS/IEC-600079-2007Gas Group: I, IIA, IIBIP Protection: IP 66/IEC 60529-2001Material of Construction:- Cast Aluminium AlloyIncoming:- Upto 32A, TPN MCB-01 NoOutgoing:- Upto 6-32 Amp SP, MCB-6 NosGasket:- Endless, Moulded NeopreneEarthing:- 1 No inside & 2 No outside, Size M6Hardware:- Stainless SteelMounting:- Wall/StructureCable Entry:-Incoming:- 6 SqmmOutgoing: - 1.5 Sqmm |
| 23 | S&F LED light fitting 1x9W LED Bulb including LED light driver holder connecting up with three core flexible copper conductor cable of suitable size complete all as specified & directed. |
| 24 | M & L boring of holes under road, pavement, hard standing by trenchless technology technique for 40-80 mm dia pipe complete all as specified & directed. |
| 25 | M&L construction of valve pit chamber of size 600mm × 600mm × 600mm (Internal dimensions) including excavation and earth work in any type of soil, 100mm thick PCC 1:4:8 type D2 foundation, brick work in cement mortar 1:6, 15mm thick external plaster in CM 1:4, 10mm thick internal plaster in CM 1:6, PCC 1:2:4 type B1 (using 20mm graded stone aggregate) coping, 40×40×6 mm mild steel angle iron, 1.6mm thick mild steel plate cover complete with locking arrangement painting steel and iron surfaces with two coats of synthetic enamel paint over & including one coat of zinc chrome primer including all fittings / fixure as shown in drawing No. AF/TD/240/15 dated 20 Feb 2019, sheet 1/2 & 2/2, complete all specified and directed. |
| 26 | S&F suspended type air termination network, protective angle should not exceed 45 degree & supporting steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts and screws as specified type 410 SP-67 (13 meters long), pole should be positioned at least 2 mtr away from site, height of pole 13 mtr, air termination aluminium rod 16mm dia & 1000mm long & flexible copper connector 20x3mm 0.75 mtr long having suitable size copper lugs at both the ends for binding along with misc connected items for fixing all items complete all as specified and directed.Notes: (i) The pole shall be painted with two coats of black bituminous paint internally throughout and externally upto embeded portion and two coats of synthetic enamel paint over & including one coat of red oxide primer with black and white strip of 30 cm each upto 1.5 mtr height and two coats of aluminium paint over & including one coat of red oxide primer externally on remaining exposed surface after prepartion of steel surfaces.(ii) Earth work and PCC shall be measured and paid separately. |
| 27 | Supply & laying old size, common burnt clay, sub class 'B' bricks, designation 75, laid flat & dry for protection of electric cable in trenches, adjacent to each other, perpendicular to central axis of electric cable complete all as specified & directed. |
| 28 | Construction of RCC design mix M-30, Septic tank for 50 Users including earthwork and all fittings / fixure as shown in drawing No. CESZ/2020/STD-02(R) dated 20 May 2020, sheet 1/2 & 2/2, complete all specified and directed. |
| 29 | Construction of Soakage Pit for 50 Users including earthwork and all fittings / fixtures as shown in drawings No. CESZ/TD/63 dt 14 Oct 1997, sheet 1/1 complete all as specified and directed. Total in Figures 0.0 0.0 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
