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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹4.6 L
EMD Value
₹9,160
Closing Date
7 Jan 2026, 9:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer HPPWD Shimla Division No. III
Executive Engineer HPPWD Shimla Division No. III
A/R M/O to various non residential buildings under Division No. III Shimla. (SH - Repair of washrooms, pantry, white washing, polishing etc. in the chamber of Honble Ms. Jyotsana Rewal Dua in the Main High Court Building).
2025_PWD_124786_1
SD-III-17410-23dated30-12-2025
Open Tender
Civil Works - Buildings
Percentage
30 days
High Court
As per SBD
9 documents required · 9 mandatory
₹350
₹9,160
12 Jan 2026
31 Dec 2025
7 Jan 2026
31 Dec 2025
7 Jan 2026
31 Dec 2025
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres leadcomplete including carriage of materials within all leads and lifts.For thickness of tiles 25 mm
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Demolishing 1:3:6 work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting einforcement bars.
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
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:- 1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size.)
Providing and laying cement concrete 1:2:4 (1 cement:2 sand :4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work including carriage of materials in all leads and lifts in foundation and plinth.
Providing and laying heavy duty pre-polished precast cement conrete inter locking paver blocks of NTC make or equivalent of approved design and shade vibro compacted of approved design, shade and size border or kurb block grey or coloured over sub-base of concrete with 50 mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks including curing rubbing and polishing complete (Sub base concrete floor to be paid for sepretarly) 60mm thick block including carriage of materials within all leads and lifts.(Labour Rate).
Precast plain chequered tiles hydraulic compressed 22 mm thick laid in floors, treads of steps and landings on a bed of 25 mm average thickness of cement mortar 1:6 (1 cement :6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) complete with tiles of medium shades.including carriage of materials within all leads and lifts
Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)
Providing and fixing 150mm nominal size high pressure PVC (finolex) Type-B spigot and socket, waste and ventilating pipes ISI marked with collar and clamps including fixing with approved adhesive etc. complete. including carriage of materials within all leads and lifts.
Providing and fixing 150mm nominal size PVC Finolex plain bend ISI marked including fixing with approved adhesive etc. complete including carriage of materials within all leads and lifts.
Providing and fixing 150mm nominal size PVC Finolex collar ISI marked including fixing with approved adhesive etc. complete including carriage of materials within all leads and lifts.
Providing and fixing 110mm nominal size PVC Finolex off set 45 degree ISI marked including fixing with approved adhesive etc. complete including carriage of materials within all leads and lifts.
Providing and fixing PVC plain double equal branch ISI marked including fixing with approved adhesive etc. complete including carriage of all labour equipments and materials to various location through all modes of transportation within all leads, lifts and other incidential charges.. (i) 150 mm dia
Providing and fixing 150mm nominal size PVC Finolex door bend ISI marked including fixing with approved adhesive etc. complete including carriage of materials within all leads and lifts.
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) :3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :including carriage of materials within all leads and lifts :(a) Inside size 80x80 cm and 50 cm deep including Precast RCC Cemocrate or equivalent cover with frame (heavy duty) of size 455x610 mm internal dimensions, (i) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Precast RCC Cemocrate or equivalent (Heavy Grade) cover with frame forgully trape (Standard Pattern) including carriage of all labour equipments and materials to various location through all modes of transportation within all leads, lifts and other incidential charges.
(ii) Inside size 80x80 cm and 100 cm deep including Precast RCC Cemocrate or equivalent cover with frame (heavy duty) of size 455x610 mm internal dimensions, including carriage of all labour equipments and materials to various location through all modes of transportation within all leads, lifts and other incidential charges.(a)With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Disposal of building rubbish/malba/similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 mm initial lead, for all leads including all lifts involved.
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