Tender For Permanent Restoration Of Works For Damages Occured During The Month Of August/September 2025 With Respect To Sub-Division Bishnah Under Sasci 2026-271. Re-Construction Of Damaged Compound Wall At Trewa Under Water Supply Scheme Trewa2. Re-
Tender Overview
Project Description
Tender for Permanent Restoration Of Works For Damages Occured During The Month Of August/September 2025 With Respect To Sub-Division Bishnah Under Sasci 2026-271. Re-Construction Of Damaged Compound Wall At Trewa Under Water Supply Scheme Trewa2. Re-Construction Of Damaged Compound Wall At Tube-Well No 1 & Tube-Well No 2 Arnia Under Water Supply Scheme Arnia3. Re-Construction Of Damaged Compound Wall At Allah Under Water Supply Scheme Allah4. Construction Of Catch Water Drain & Raising Of Ground Level Of Pump Room, Oht At Karyal Brahmana Under Water Supply Scheme Karyal Brahmana5. Extension / Mitigation Of Water Supply To Village Kothey Bandrali And Its Adjacent Area By Way Of Providing & Laying Of G I Pipe Under Water Supply Scheme Chak Qarder6. Re-Construction Of Damaged Compound Wall At Ratnal Under Water Supply Scheme Ratnal7. Repair / Restoration Of W/Supply By Way Of Providing & Laying Of G I Pipe For W/S To Kathar & Shahpur8. Construction Of Catch Water Drain & Raising Of Ground Level Of Pump Room, Oht At Majua Under Water Supply Scheme Majua
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Jul-2026 | clarification for time of completion | Other | 08-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. i) Bituminous portion (Pacca road) |
| 2 | Dismantling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Water boundmacadam road. |
| 3 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 4 | Taking out existing CC interlocking paver blocks from footpath/ centralverge,includingremovalofrubbishetc.,disposal of unservice able material tothe dumping ground, for which pay ment shall be made separatelyandstacking ofserviceablematerialwithin 50meterlead as perdirectionofEngineer-in-Charge. |
| 5 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil: |
| 6 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in Layer not exceeding 20 cm in trenches, plinth side of foundation etc complete |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1cement: 3 coarse sand:6 graded stone aggregate 20mm nominal size) |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3(1cement:1½ coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for: Chimney and shafts |
| 13 | Centering and shuttering including strutting, proppingetc.and removal of form for: Suspended floors,roofs, landings, balconies and access plat forms. |
| 14 | Brick work with common burnt clay (non-modular )bricks of class designation7.5in foundation and plinth including curing in : Cement mortar1:6(1cement:6coarsesand) |
| 15 | Brick work with common burnt clay F.P.S. (non-modualar) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement :6 coarse sand) (Labour Rate) |
| 16 | Extra for brick work with common burnt clay bricks/ cement concrete bricks in superstructure above plinth level upto floor five level |
| 17 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in: Cement mortar1:4 (1cement:4coarsesand) |
| 18 | Half brick masonry with common brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curing in cement mortar 1:4 (1 cement : 4 coarse sand) (Labour Rate) |
| 19 | Extra for half Brick masonry in superstructure above plinth level upto floor V level. |
| 20 | Removing mortar from bricks and cleaning bricks including stackingwithinaleadof50m. (stacks of cleaned bricks shall be measured): From brick work in cement mortar |
| 21 | 15mm thick Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 coarse sand) . |
| 22 | Finishing walls with water proofing cement paint of required shade: Old work(one or more coats [email protected]/10sqm) complete |
| 23 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete 40 mm thick with 20 mm nominal size stone agg. |
| 24 | Layingoldcementconcreteinterlockingpaverblocksofanydesign/shape laid in required line, level, curvature, colour and pattern over andincluding 50 mm thick compactedbedof coarse sand, filling the jointswith finesandetc.allcompleteasper thedirectionofEngineer-in-charge. |
| 25 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 26 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore |
| 27 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore |
| 28 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore |
| 29 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore |
| 30 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia. nominal bore |
| 31 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore |
| 32 | Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. |
| 33 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 50 to 80 mm nominal bore |
| 34 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 25 to 40 mm nominal bore |
| 35 | Providing and fixing C.I.sluice valves (with cap) complete with bolts, nuts, rubber insertion setc. (the tail pieces if required will be paid 100mm dia |
| 36 | Providing and fixing gun metal gate valve with C.I.whee lof approved quality (screwed end) 80mm dia |
| 37 | Providing and fixing gun metal gate valve with C.I.whee lof approved quality (screwed end) 40mm dia |
| 38 | Providing and fixing brass bib cock of approved quality. 15mm nominal bore |
| 39 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main. 15mm nominal bore |
| 40 | Welding, including transportation of plant at site etc. complete. By electric plant |
| 41 | Carriage of sand/Stone below 40mm from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT. |
| 42 | Carriage of Stone aggregate above 40mm from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT. |
| 43 | Carriage of Bricks from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 10 km by MT. Please Enable Macros to View BoQ information |
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