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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: MILITARY ENGINEERING SERVICES (GE (SOUTH) UDHAMPUR) NAME OF WORK : REPAIR TO BDY WALL/ PATH & DRAIN, FENCING OTM/ MD ACCN AT GOLF VIEW, 841 FD WKSP,87 MTN BDE,BDE SIG COY, 4 PARA (SF), 3ASD AND MD ACCN ,SCV,NRV,JIB CHHETTRI ENCLAVE, OLD/NEW AEE UNDER AGE B/R I AT GE (SOUTH) UDHAMPUR Contract No: CA NO : GE/S(U)-112/2025-26 Bidder Name : PRICE SCHEDULE(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 # Ser.No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC 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 Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Dismantling fencing wire mesh, any type, all as specified and as directed. |
| 3 | Dismantling wrought iron or mild steel work of any description not otherwise provided for all as specified and as directed. |
| 4 | Demolition Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles all as specified and as directed. |
| 5 | Demolition of cement concrete of any description and in any position not otherwise specifically provided all as specified and as directed |
| 6 | M & L for plain cement concrete type D2 1:4:8 (40 mm graded aggregate) as in foundations, filling and mass concrete all as specified and as directed. |
| 7 | M & L for plain cement concrete type C1 1:3:6 (20 mm graded aggregate) as in foundations, filling and mass concrete for embedding the vertical fencing posts all as specified and as directed. |
| 8 | Material and labour for walling random rubble, brought upto courses well bonded, bedded and solidly hearted, built in CM 1:4 complete all as specified and as directed by Engr-in-charge. |
| 9 | All as per item No.7 above but except stone all as specified and as directed. |
| 10 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, with maximum depression on face from straight edge held against the dressed surface n exc 40 mm, as specified, of random rubble walling, uncoursed or brought upto courses all as specified and as directed. |
| 11 | Material and labour for racking out joints/ pointing to random rubble or polygonal rubble uncoursed or brought up to courses built in cement mortar complete all as specified and as directed by Engr-in-charge. |
| 12 | Material and labour for flush pointing to random rubble mansonry, uncoursed or brought upto courses in CM 1:3 complete all as specified and as directed by Engr-in-charge. |
| 13 | Material and labour for old size brick work with sub class 'B' bricks straight or curved on plan exc 6m mean redius built in CM 1:4 complete all as specified and as directed by Engr-in-charge. |
| 14 | All as per ser item No 12 above but except bricks all as specified and as directed. |
| 15 | M&L PCC 1:2:4 type B-0 using 12.5 mm graded stone aggregate as in precast cement concrete louvers & jallies 50 mm thick including all moulding but excluding frame set & jointed in cement mortar 1:4 all as specified and as directed. |
| 16 | Taking down cement plaster from brick/concrete surfaces including raking out joints, hacking for key and scrubbing down with water etc all as specified and directed. |
| 17 | M & L for Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement all as specified and as directed. |
| 18 | Material and labour for cement concrete type B-0, 1:2:4 (Using 12.5 mm graded stone aggregates) for edging/coping complete all as specified and as directed by Engr-in-charge. |
| 19 | S & F mild steel work as in Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 |
| 20 | All as per item No.18 above but except steel all as specified and as directed. |
| 21 | S & F mild steel framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 |
| 22 | All as per item No 20 above but except steel all as specified and as directed. |
| 23 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire all as specified and as directed. |
| 24 | Supply only Chain link MS galvanisd fencing, any size or type n exc 4 kg/sqm all as specified and as directed |
| 25 | S & F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) |
| 26 | Fixing only Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) |
| 27 | S & F Mild steel bars 6 to 8 mm dia round bars Fe 410 (Gde E-250) quality A, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and as directed. |
| 28 | S & F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long, dia of neck 5 to 10 mm all as specified and as directed. |
| 29 | Material and labour for preparation of new plastered surfaces of walls and applying two coats of cement based paint white or tinted over a coat of chalk whitening primer complete all as specified and as directed by Engr-in-charge. |
| 30 | Material and labour for preparation of old plastered surfaces of walls and applying one coat of cement based paint white or tinted complete all as specified and as directed by Engr-in-charge. |
| 31 | M & L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide prime all as specified and as directed. |
| 32 | Material and labour for one coat of synthetic enamel painting Grade-I ( Premium Grade) on old painted steel surfaces of any description, not otherwise described over 10cm width or girth including preparation complete all as specified and as directed by Engr-in-charge. |
| 33 | Removing existing piant by scrapping with truecare wall sander (haviing mechanical vaccum mechanism) having RPM not less than 1500, standing pad 80 to make the surface free from dust, loose paint etc by skilled labour complete all as specified and as directed. Note:- 1. Contractor should bring at least 2 Nos of vacuum sander machine with it's blades/ accessories before starting the work. 2. Rate including all necessary tools/ladder/scaffolding etc. |
| 34 | Providing and applying 1mm to 2 mm thick waterproof cement based putty @ 1 kg per Sqm of Asian paints of its equivalent over the plastered/old painted wall after scrapping to prepare the surface even and smooth, complete all as specified and as directed. Step 2. Apply the first coat the prepared mixer with the help fully automatic airless spray machine of putty application of Asian Paints/Birla opus and equivalent spray Machine required capacity, maximum pressure 230 bar having maximum tip size 0.041\\" or by manual. Step 3. Allow 6-8 hrs time to dry the putty surface. Note : This items will be executed up to 2nd floor including building facia or chajja on external surface. |
| 35 | Sanding of the putty surface with Asian Paints/Birla opus and equivalent truecare wall sander required capacity (having mechanical vacuum mechanism) having RPM not less than 1500, standing pad 240 Grit make the surface free from dust, loose paint etc by skilled labour (labour should be trained or recommended by OEM, complete all as specified and as directed. Note : This items will be executed up to 2nd floor including building facia or chajja on external surface. |
| 36 | Providing and applying one coat of acrylic waterbased exterior grade primer @ 0.8 Ltr (undiluted) per 10Sqm diluted with water in 1:1 ratio to be applied with fully automatic airless spray machine of paint application of Asian Paints, Birla opus, Nerolac and equivelent having an electric motor of min 1 HP wiht a flow speed of min 1 Ltr per minute having a pressure of 3300 PSI Allow 6-8 Hrs to dry the surface fro painting of subsequent coats, complete all as specified and as directed. Note : This items will be executed up to 2nd floor including building facia or chajja on external surface. |
| 37 | Providing and applying two coats of smooth acrylic emulsion with rich matt finish having voc less than 50 Grams per Ltr complying leed criteria @ 1 Ltrs (undiluted)/10Sqm diluted with water in 2:1 ration applied over priming coat with fully automatic airless spray machine of paint application of Asian Paints/Birla opus and equivelent having an electric motor of min 1 HP with a flow speed of min 1 Ltr per minute having a presure of 3300 PSI allow 6-8 hrs to dry the surface in bioth the coats of paint, Complete all as specified and as directed. Note : This items will be executed up to 2nd floor including building facia or chajja on external surface. |
| 38 | Note :- Note 1. (For Item Nos. 32 to 36): At the time of bid submission, each tenderer must upload a copy of a Memorandum of Understanding (MoU) for a tripartite agreement between the Tenderer, the Paint Manufacturer (Asian Paints, Birla Opus, Nerolac, or equivalent), and their Authorized Applicators. This agreement must cover both the supply of materials and the execution of work by the specified manufacturer. Financial bids will only be accepted from bidders who upload a legitimate MoU.2. Note (Terms of MoU): The terms of the MoU entered into between the Tenderer, the Applicator, and the Manufacturer shall include a 5-year performance guarantee from the Paint Manufacturer. This guarantee must cover any defects in the work executed by their authorized applicators. Additionally, the MoU shall define all other relevant aspects, including payment schedules, liability, and the scope of work execution. |
| 39 | Note :-3. The contractor shall provide all necessary steel scaffolding up to a height of G+2 storeys, wherever required to execute the work. All necessary safety equipment must also be provided by the contractor. The cost of providing both scaffolding and safety equipment shall be deemed to be included in the contractor's quoted rates, and no extra payment shall be admissible on this account.4. The work shall be executed in AOR of AGE B/R-I and is being restricted area and head loss etc shall be considered before quonting the rates by the contractor as nothing extra shall be admissible on this account. |
| 40 | Demolition of cement concrete (unreinforced) in ground floor and in paving not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 41 | Dismantling plain or corrugated steel/ fibre glass sheeting, any gauge, thickness, including Nainital or similar patter roof coverings all as specified and as directed. |
| 42 | M & L for Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and as directed. |
| 43 | S & F prepainted galvalume alume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws as specified |
| 44 | S & F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates Fe 410 W (Gde E-250) Quality A |
| 45 | M&L for 100 thick PCC 1:4:8 type D-2 (40 mm graded stone agg ) as in sub base complete all as specified and directed. |
| 46 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper 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; |
| 47 | M&L for preparation of old brick, stone and concrete surfaces exceeding 10 cms width or girth and applying one coats of synthetic enamel paint complete all as specified and as directed. |
| 48 | PVC (SWR) Pipes: Supply and installation of single-socketed PVC (SWR) pipes of any length, featuring rubber ring joints (push-fit). Pipes are to be fixed to walls for use as rainwater pipes, with a 110 mm diameter and 5 mm wall thickness (Class C), maintaining a minimum pressure rating of 9 Bar. The installation shall include 50 x 3 mm MS (Mild Steel) brackets provided at every one-meter interval, duly fastened with nuts and bolts, all as per the specified standards and manufacturer's instructions. |
| 49 | M&L for Durastone heavy duty vitrified tiles 10 mm thick Sq/rectangular tiles area of each tile not exceeding 0.36 Sqm as in floors set and jointed in neat cement slurry and pointed in clooured cement to match the surface over 15mm thick screed bed in CM 1:4 all as specified and as 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 |
